6379-c40-cv-abk300_1.0

101
1 JOB NO: PAGE 1 OF CLIENT: DATE Nov-06 LOCATION: BY JRV CHECK JGG SUBJECT: WBS: ENGINEER: CHECKER: 4. ORTHOGONAL AXES FOR STAAD AND MAT3D 7. TIES TO TRANSFER SHEAR FROM ANCHOR BOLTS TO TOP OF PIER 8. VERTICAL REBAR TO DEVELOP ANCHOR BOLT TENSILE STRENGTH 9. MAT3D OUTPUT 10. ATTACHMENTS CIVIL DOCUMENT NO: SUPPLIER DOCUMENT NO & REV: PLANT LAYOUT DOCUMENT NO: 30 - 50 51 - 96 8 18 - 21 22 - 24 25 - 29 J.G.Gomez 3. FOUNDATION DESIGN SKETCHES 5. BASIC LOADS FROM STAADPRO OUTPUT TABLE OF CONTENTS FOUNDATIONS FOR PIPERACK ABK-02 2 - 3 6. STANDARD LOAD COMBINATION TABLES 1. DESIGN PHILOSOPHIES. 4 5 - 7 9 - 17 2. FOUNDATION LOCATION PLAN 6379-PI-ABA-P10-001 N/A 6379-CV-ABK-C40-300, Rev. 0 CALCULATION NUMBER 6379 - C40 - CV - ABK300 96 CIVIL ENGINEERING CALCULATION COVER SHEET 0 R E V I S I O N S Arzew, Algeria J6379 RGS NO. TRAIN No.1: FDNS. FOR PIPERACK ABK-02 ABK-02 R.Valderrama 1 PAGE NO. KBR CONFIDENTIAL INFORMATION – INCOMPLETE WORK PRODUCT

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Page 1: 6379-C40-CV-ABK300_1.0

1

JOB NO: PAGE 1 OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGGSUBJECT: WBS:ENGINEER:CHECKER:

4. ORTHOGONAL AXES FOR STAAD AND MAT3D

7. TIES TO TRANSFER SHEAR FROM ANCHOR BOLTS TO TOP OF PIER

8. VERTICAL REBAR TO DEVELOP ANCHOR BOLT TENSILE STRENGTH

9. MAT3D OUTPUT

10. ATTACHMENTS

CIVIL DOCUMENT NO:SUPPLIER DOCUMENT NO & REV:PLANT LAYOUT DOCUMENT NO:

30 - 50

51 - 96

8

18 - 21

22 - 24

25 - 29

J.G.Gomez

3. FOUNDATION DESIGN SKETCHES

5. BASIC LOADS FROM STAADPRO OUTPUT

TABLE OF CONTENTS

FOUNDATIONS FOR PIPERACK ABK-02

2 - 3

6. STANDARD LOAD COMBINATION TABLES

1. DESIGN PHILOSOPHIES.

4

5 - 7

9 - 17

2. FOUNDATION LOCATION PLAN

6379-PI-ABA-P10-001N/A6379-CV-ABK-C40-300, Rev. 0

CALCULATION NUMBER 6379 - C40 - CV - ABK300

96

CIVIL ENGINEERING CALCULATION COVER SHEET

0

REVISIONS

Arzew, Algeria

J6379RGS

NO.

TRAIN No.1: FDNS. FOR PIPERACK ABK-02 ABK-02R.Valderrama

1

PAGE NO.

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

Page 2: 6379-C40-CV-ABK300_1.0

1a

PROJET NO PAGE 1 /CLIENT : DATE Nov-06LIEU : PAR JRV

VÉRIF. JGGOBJET : WBS:INGÉNIEURVÉRIFIC. :

4. AXES ORTHOGONAUX POUR STAAD ET MAT3D

7. ATTACHES DE TRANSFERT DU CISAILLEMENT DES BOULONS

8. BARRES D'ARMATURE VERTICALES POUR DÉVELOPPEMENT DE LA

RÉSISTANCE À LA TRACTION DES BOULONS D'ANCRAGE

9. SORTIE MAT3D

10. ANNEXES

CIVIL DOCUMENT NO:SUPPLIER DOCUMENT NO & REV:PLANT LAYOUT DOCUMENT NO:

22 -24

25 - 29

30 - 50

51 - 96

5 - 7

8

9 - 17

18 -21

J.G.Gomez

3. ESQUISSES DES FONDATIONS

5. CHARGES DE BASE D'APRÈS LA SORTIE STAADPRO

TABLE DES MATIÈRES

FONDATIONS POUR PIPERACK ABK-02

2 -3

6. TABLEAUX DE SIMULTANÉITÉ DES CHARGES STANDARD

1. PHILOSOPHIES DE CALCUL.

4

D'ANCRAGE AU HAUT DU PILIER

2. PLAN DE SITUATION DES FONDATIONS

6379-PI-ABA-P10-001N/A6379-CV-ABK-C40-300, Rev. 0

FICHE DE CALCUL NUMÉRO 6379 - C40 - CV - ABK300

96

GÉNIE CIVIL FEUILLE DE TRANSMISSION DE FICHE DE CALCUL

0

RÉVISIONS

Arzew, Algérie

J6379RGS

NO.

TRAIN No.1: FDNS. POUR PIPERACK ABK-02 ABK-02R.Valderrama

1

PAGE NO.

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

Page 3: 6379-C40-CV-ABK300_1.0

2

JOB NO: PAGE 2 OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

1.DESIGN PHILOSOPHIES, PARAMETERS & STANDARD DESIGN PRACTICE:

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

SCOPE OF WORK: The scope of work is the Concrete Foundation analysis & design for Section 2 of Train 1 Piperack, WBS area ABK02. The Structural analysis & design is covered elsewhere in separate calculations. The location of Section 2 of the piperack is defined by the following coordinates: N-328000 to N-378000 and E-3221500 to E-3246000 and elevations from +111300 (Bottom of Base Plate) to +142650 TOS (Topmost beam).

CALCULATION METHOD: 1. The superstructure analysis/design has been carried out using design software STAAD Pro 2004, which produces the support reactions for the various load combinations, and forms the basis of the foundation design. The support reactions have been extracted from the STAAD Analysis and are included in this calculation. From the support reactions, the results from the most severe combination for each of the different foundation types have been used to design foundation.2. Column bases are pinned in the transverse and logitudinal direction.3. A Foundation analysis and design was performed on every node of the piperack section.4. In order to optimize design, it was determined that three different types of foundation would cover the totality of the piperack section foundations. This determination was based on: Bearing stress, Foundation depth, stability and sliding factors of safety. 5. Due to availability of rebars from supplier, size D24 and D30 are replaced with D25 and D32 respectively. 6. The increase in net allowable bearing capacity of foundation soils shall be assumed to be allowed for trascient/short-term loads as follows: 20% increase for hydrostatic test loads or short-time upset loading for all types of soils and 33 1/3% increase to wind and earthquake loading conditions for all types of soils.

STANDARDS, CODES & REFERENCES:ACI 318/318M-02 - American Concrete Institute ASCE 7-02 - American Society of Civil Engineers "Minimum Loads for Buildings and Other Structures"RNV-99 - Regulation for snow and wind, Democratic and popular Republic of Algeria; Ministry of Housing (Habitat).KBR Civil Engineering Manual "Pipe Rack Design Procedure" Project Specifications & Design Standards: 9-12D-6379, 9-9D-6379, C12-1M-6379, C15-1F-6379, C15-1TS-6379, C17-1M-6379, C17-2TS-6379, 9-4D-6379, 9-15D-6379

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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2a

PROJET NO PAGE 2 OFCLIENT : DATE Nov-06LIEU : PAR JRV

VÉRIF JGG

FICHE DE CALCUL NUMÉRO 6379 - C40 - CV - ABK300

GÉNIE CIVIL FEUILLE DE TRANSMISSION DE FICHE DE CALCUL

J6379 96RGS

RÉVISIONS

NO. 0 1

Arzew, Algérie

1. PHILOSOPHIES DE CALCUL, PARAMÈTRES ET PRATIQUE DE CALCUL STANDARD :

ÉTENDUE DE L'OUVRAGE : L'étendue de l'ouvrage coniste à effectuer l'analyse et le calcul des fondations en béton pour la Section 2 du râtelier à tubes (Piperack) du Train 1, zone WBS ABK02. L'analyse et la conception des charpentes sont traitées ailleurs dans des calculs séparés. L'emplacement de la Section 2 du piperack est défini par les coordonnées suivantes: N-328000 à N-378000 et E-3221500 à E-3246000 et des élévations allant de +111300 (face inférieure de la plaque de base) à +142650 TOS (poutre supérieure).

MÉTHODE DE CALCUL :1. L'analyse/conception de la superstructure a été effectuée au moyen du logiciel de conception STAAD Pro 2004 qui produit les réactions d'appui pour les diverses combinaisons de charges et constitue la base de conception des fondations. Les réactions d'appui ont été extraites de l'Analyse STAAD et sont incluses dans ce calcul. D'après les réactions d'appui, les résultats de la combinaison la plus sévère pour chacun des types de fondations ont servi à la conception des fondations.

2. Les embases de poteaux sont fixées dans le sens transversal et longitudinal.

3. Une analyse et calcul des fondations ont été effectués sur chaque noeud de la section du piperack.

4. Afin d'optimiser la conception, trois différents types de fondation couvriraient la totalité des fondations des sections de piperack. Cette détermination est fondée sur : contrainte de pression, profondeur des fondations, coefficients de sécurité de stabilité et glissement.

NORMES, CODES ET RÉFÉRENCES :ACI 318/318M-02 - American Concrete Institute ASCE 7-02 - American Society of Civil Engineers "Minimum Loads for Buildings and Other Structures" (Charges minimales applicables aux bâtiments et autres ouvrages)RNV-99 - Réglementation relative à la neige et aux vents, République algérienne démocratiqe et populaire ; Ministère de l'HabitatManuel de génie civil KBR "Pipe Rack Design Procedure" (Procédure de calcul des râteliers à tubes (pipe racks) Normes de calcul et spécifications du projet : 9-12D-6379, 9-9D-6379, C12-1M-6379, C15-1F-6379 C15 1TS 6379 C17 1M 6379 C17 2TS 6379 9 4D 6379 9 15D 6379

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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3

JOB NO: PAGE 3 OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

1.DESIGN PHILOSOPHIES, PARAMETERS & STANDARD DESIGN PRACTICE:(CONT'D)

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

DESIGN PARAMETERS:Concrete: Compressive Strength: f'c= 30 MPa Yield Strength of Rebars fy= 500 MPa Unit Weight of Concrete wc= 23.5 KN/m3

Soil: Soil Unit Weight: ws= 18.63 KN/m3

Allow. Net Bearing Pressure Qa= 225 KN/m2

Soil Friction Coefficient µ= 0.40 Passive Pressure Coef. Kp= 4.5Stability Factor of Safety: Overturning 1.5 Sliding 1.5

Anchor Bolts: Carbon steel assemblies per BS 4190 Grade 4.6 and Alloy steel assemblies per BS 3692 Grade 8.8, Nuts per BS 3692 Grade 8. Anchor Bolt assemblies shall be galvanized.Seismic Load per ASCE 7-02:Seismic Use Group IISeismic Design Category "C"Importance Factor, I = 1.0Design earthquake spectral response accelaration at short period, SDS = 0.373gDesign earthquake spectral response accelaration at 1-sec period, SD1 = 0.173g

Wind Loads per RNV99Wind reference velocity, Vref = 25 m/sLand Category = ICoefficient of Topography, Ct = 1.0Terrain Factor, Kt = 0.17Typical High Point of Grade, Elevation +111000mmTypical Structure Bottom of Base Plate Elevation +111300 mm

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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4

JOB NO: PAGE 4 OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

2.FOUNDATION LOCATION PLAN AND NODE NUMBER

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

5.1 PLAN AND SECTION

Node: 45,89,133,134,292,294,358,360,420 & 422

5.DESIGN OF FOUNDATION TYPE 1

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

6.1 PLAN AND SECTION

Node: 46,47,90 & 91

6.DESIGN OF FOUNDATION TYPE 2

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

7.1 PLAN AND SECTION

Node: 135,296,362 & 424

7.DESIGN OF FOUNDATION TYPE 3

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE 8 OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

West

North

North

East

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

3. ORTHOGONAL AXES FOR STAAD & MAT3D

STAAD AXES

MAT3D AXES

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

45 1 SELFWEIGHT (DL) 1 571 362 FIREPROOFING 0 111 83 PIPING DEAD LOAD 1 283 184 PIPING CONTENT 2 325 195 PIPING HYDROTEST 0 99 256 EQUIPMENT DEAD 0 304 87 EQUIPMENT CONTENT 0 65 28 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD 1 190 510 PLATFORM LIVE LOAD 1 260 611 PIPING THERMAL LOADS (NORTH - SOUTH) 19 -871 -27512 PIPING FRICTION LOADS 1 -242 -9913 EAST WIND ON FRAME 30 -193 -714 WEST WIND ON FRAME -34 186 315 SEISMIC LOAD NORTH - SOUTH -1 -1139 -33016 SEISMIC LOAD EAST - WEST 57 -340 -717 SEISMIC VERTICAL COMPONENT 0 136 318 UPSET 0 0 019 CRANE DEAD 0 1 020 CRANE LIVE + IMPACT 0 0 0

46 1 SELFWEIGHT (DL) 44 822 432 FIREPROOFING 9 177 103 PIPING DEAD LOAD 1 686 244 PIPING CONTENT 2 478 205 PIPING HYDROTEST -1 77 36 EQUIPMENT DEAD 1 303 87 EQUIPMENT CONTENT 0 64 28 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -5 118 310 PLATFORM LIVE LOAD -2 346 911 PIPING THERMAL LOADS (NORTH - SOUTH) -129 -1463 -32012 PIPING FRICTION LOADS -4 -659 -17913 EAST WIND ON FRAME -222 -211 814 WEST WIND ON FRAME 213 214 -515 SEISMIC LOAD NORTH - SOUTH -3 -1993 -41716 SEISMIC LOAD EAST - WEST -350 -295 517 SEISMIC VERTICAL COMPONENT 0 135 318 UPSET 0 0 019 CRANE DEAD 2 -1 020 CRANE LIVE + IMPACT 0 0 0

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

47 1 SELFWEIGHT (DL) -66 710 182 FIREPROOFING -8 148 33 PIPING DEAD LOAD -45 658 -54 PIPING CONTENT -49 531 -65 PIPING HYDROTEST -1 -2 06 EQUIPMENT DEAD -1 440 07 EQUIPMENT CONTENT 0 23 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -5 128 010 PLATFORM LIVE LOAD -4 365 111 PIPING THERMAL LOADS (NORTH - SOUTH) -128 -728 -20512 PIPING FRICTION LOADS -2 -646 -14013 EAST WIND ON FRAME -229 390 -514 WEST WIND ON FRAME 220 -385 515 SEISMIC LOAD NORTH - SOUTH 5 -2060 -37316 SEISMIC LOAD EAST - WEST -360 612 -317 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD 2 -1 020 CRANE LIVE + IMPACT 0 0 0

89 1 SELFWEIGHT (DL) 1 563 -362 FIREPROOFING 0 105 -83 PIPING DEAD LOAD 0 269 -164 PIPING CONTENT 1 298 -175 PIPING HYDROTEST 0 55 -256 EQUIPMENT DEAD 0 304 -87 EQUIPMENT CONTENT 0 65 -28 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD 1 190 -510 PLATFORM LIVE LOAD 1 261 -711 PIPING THERMAL LOADS (NORTH - SOUTH) 32 605 -27112 PIPING FRICTION LOADS 0 241 -9913 EAST WIND ON FRAME 28 -186 314 WEST WIND ON FRAME -32 189 -615 SEISMIC LOAD NORTH - SOUTH -1 1148 -33516 SEISMIC LOAD EAST - WEST 57 -343 1017 SEISMIC VERTICAL COMPONENT 0 136 -418 UPSET 0 0 019 CRANE DEAD 0 1 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

90 1 SELFWEIGHT (DL) 46 786 -442 FIREPROOFING 9 170 -103 PIPING DEAD LOAD 8 668 -214 PIPING CONTENT 9 442 -155 PIPING HYDROTEST 0 98 -36 EQUIPMENT DEAD 1 310 -117 EQUIPMENT CONTENT 0 65 -28 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -5 123 -510 PLATFORM LIVE LOAD -4 354 -1311 PIPING THERMAL LOADS (NORTH - SOUTH) -184 1194 -30612 PIPING FRICTION LOADS 2 660 -17013 EAST WIND ON FRAME -210 -275 714 WEST WIND ON FRAME 206 283 -615 SEISMIC LOAD NORTH - SOUTH 10 2009 -40216 SEISMIC LOAD EAST - WEST -346 -334 117 SEISMIC VERTICAL COMPONENT 0 137 -518 UPSET 0 0 019 CRANE DEAD 2 3 020 CRANE LIVE + IMPACT 0 0 0

91 1 SELFWEIGHT (DL) -63 698 -182 FIREPROOFING -8 144 -23 PIPING DEAD LOAD -38 660 -64 PIPING CONTENT -42 538 -65 PIPING HYDROTEST 0 23 06 EQUIPMENT DEAD 0 441 07 EQUIPMENT CONTENT 0 22 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -6 124 010 PLATFORM LIVE LOAD -5 359 011 PIPING THERMAL LOADS (NORTH - SOUTH) -194 1236 -20512 PIPING FRICTION LOADS 0 643 -14013 EAST WIND ON FRAME -216 441 -514 WEST WIND ON FRAME 212 -447 615 SEISMIC LOAD NORTH - SOUTH 3 2033 -37216 SEISMIC LOAD EAST - WEST -356 633 -317 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD 2 3 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

133 1 SELFWEIGHT (DL) 0 522 02 FIREPROOFING 0 86 03 PIPING DEAD LOAD -1 428 04 PIPING CONTENT 1 412 05 PIPING HYDROTEST 0 116 06 EQUIPMENT DEAD 0 304 07 EQUIPMENT CONTENT 0 65 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD 1 190 010 PLATFORM LIVE LOAD 1 260 011 PIPING THERMAL LOADS (NORTH - SOUTH) 35 -216 012 PIPING FRICTION LOADS 0 -1 013 EAST WIND ON FRAME 29 -177 014 WEST WIND ON FRAME -31 175 015 SEISMIC LOAD NORTH - SOUTH 0 -1 016 SEISMIC LOAD EAST - WEST 55 -329 017 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD -1 1 020 CRANE LIVE + IMPACT 0 0 0

134 1 SELFWEIGHT (DL) 47 693 02 FIREPROOFING 8 150 03 PIPING DEAD LOAD 14 937 04 PIPING CONTENT 17 659 05 PIPING HYDROTEST 2 137 06 EQUIPMENT DEAD 3 308 07 EQUIPMENT CONTENT 0 64 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -5 119 010 PLATFORM LIVE LOAD -4 349 011 PIPING THERMAL LOADS (NORTH - SOUTH) -211 -183 012 PIPING FRICTION LOADS -1 0 013 EAST WIND ON FRAME -202 -224 014 WEST WIND ON FRAME 197 230 015 SEISMIC LOAD NORTH - SOUTH 0 1 016 SEISMIC LOAD EAST - WEST -334 -303 017 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD 5 4 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

135 1 SELFWEIGHT (DL) -59 574 02 FIREPROOFING -7 126 03 PIPING DEAD LOAD -34 469 04 PIPING CONTENT -36 367 05 PIPING HYDROTEST 1 42 06 EQUIPMENT DEAD 1 503 07 EQUIPMENT CONTENT 0 22 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -6 125 010 PLATFORM LIVE LOAD -6 361 011 PIPING THERMAL LOADS (NORTH - SOUTH) -218 393 112 PIPING FRICTION LOADS -1 6 013 EAST WIND ON FRAME -208 385 014 WEST WIND ON FRAME 203 -386 015 SEISMIC LOAD NORTH - SOUTH 0 20 116 SEISMIC LOAD EAST - WEST -344 587 017 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD 4 132 020 CRANE LIVE + IMPACT 0 0 0

292 1 SELFWEIGHT (DL) 0 524 02 FIREPROOFING 0 86 03 PIPING DEAD LOAD -2 349 04 PIPING CONTENT -1 345 05 PIPING HYDROTEST 0 103 06 EQUIPMENT DEAD 0 304 07 EQUIPMENT CONTENT 0 65 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD 0 189 010 PLATFORM LIVE LOAD 0 259 011 PIPING THERMAL LOADS (NORTH - SOUTH) 52 -278 -312 PIPING FRICTION LOADS 0 -2 013 EAST WIND ON FRAME 28 -168 014 WEST WIND ON FRAME -29 166 015 SEISMIC LOAD NORTH - SOUTH 0 -3 016 SEISMIC LOAD EAST - WEST 52 -319 017 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD 0 1 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

294 1 SELFWEIGHT (DL) 51 738 362 FIREPROOFING 8 151 93 PIPING DEAD LOAD 18 830 284 PIPING CONTENT 22 564 225 PIPING HYDROTEST 3 83 26 EQUIPMENT DEAD 1 308 97 EQUIPMENT CONTENT 0 65 28 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -2 124 310 PLATFORM LIVE LOAD 1 356 1011 PIPING THERMAL LOADS (NORTH - SOUTH) -318 -686 -22912 PIPING FRICTION LOADS -2 -225 -11913 EAST WIND ON FRAME -192 -208 314 WEST WIND ON FRAME 187 213 -315 SEISMIC LOAD NORTH - SOUTH -3 -516 -27916 SEISMIC LOAD EAST - WEST -319 -289 317 SEISMIC VERTICAL COMPONENT 0 136 418 UPSET 0 0 019 CRANE DEAD 1 0 020 CRANE LIVE + IMPACT 0 0 0

296 1 SELFWEIGHT (DL) -55 612 102 FIREPROOFING -7 128 23 PIPING DEAD LOAD -26 395 -24 PIPING CONTENT -28 269 -25 PIPING HYDROTEST 2 8 06 EQUIPMENT DEAD -1 442 07 EQUIPMENT CONTENT 0 22 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -3 145 010 PLATFORM LIVE LOAD -1 389 111 PIPING THERMAL LOADS (NORTH - SOUTH) -327 297 -13712 PIPING FRICTION LOADS -2 -168 -8813 EAST WIND ON FRAME -198 370 -314 WEST WIND ON FRAME 193 -371 315 SEISMIC LOAD NORTH - SOUTH -2 -465 -24116 SEISMIC LOAD EAST - WEST -329 595 -217 SEISMIC VERTICAL COMPONENT -1 136 018 UPSET 0 0 019 CRANE DEAD 1 3 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
Text Box
14
Page 17: 6379-C40-CV-ABK300_1.0

JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

358 1 SELFWEIGHT (DL) 0 536 02 FIREPROOFING 0 81 03 PIPING DEAD LOAD -1 376 04 PIPING CONTENT 0 370 05 PIPING HYDROTEST 0 55 06 EQUIPMENT DEAD 0 304 07 EQUIPMENT CONTENT 0 65 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD 0 187 010 PLATFORM LIVE LOAD 0 257 011 PIPING THERMAL LOADS (NORTH - SOUTH) 56 -342 -212 PIPING FRICTION LOADS 0 -2 013 EAST WIND ON FRAME 26 -157 014 WEST WIND ON FRAME -28 156 015 SEISMIC LOAD NORTH - SOUTH 0 -2 016 SEISMIC LOAD EAST - WEST 50 -308 017 SEISMIC VERTICAL COMPONENT 0 136 018 UPSET 0 0 019 CRANE DEAD 0 1 020 CRANE LIVE + IMPACT 0 0 0

360 1 SELFWEIGHT (DL) 51 757 -302 FIREPROOFING 8 144 -83 PIPING DEAD LOAD 15 926 -164 PIPING CONTENT 19 692 -115 PIPING HYDROTEST -2 54 -16 EQUIPMENT DEAD 1 306 -67 EQUIPMENT CONTENT 0 64 -18 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -3 124 -310 PLATFORM LIVE LOAD 0 354 -711 PIPING THERMAL LOADS (NORTH - SOUTH) -359 0 -20812 PIPING FRICTION LOADS -2 222 -11513 EAST WIND ON FRAME -183 -220 414 WEST WIND ON FRAME 178 222 -315 SEISMIC LOAD NORTH - SOUTH -2 508 -26716 SEISMIC LOAD EAST - WEST -309 -295 117 SEISMIC VERTICAL COMPONENT 0 135 -318 UPSET 0 0 019 CRANE DEAD 1 1 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
Text Box
15
Page 18: 6379-C40-CV-ABK300_1.0

JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

362 1 SELFWEIGHT (DL) -55 654 -142 FIREPROOFING -7 128 -33 PIPING DEAD LOAD -32 522 -34 PIPING CONTENT -33 446 -35 PIPING HYDROTEST -4 40 06 EQUIPMENT DEAD -1 436 07 EQUIPMENT CONTENT 0 22 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -4 147 010 PLATFORM LIVE LOAD -2 391 011 PIPING THERMAL LOADS (NORTH - SOUTH) -371 959 -13512 PIPING FRICTION LOADS -2 174 -8713 EAST WIND ON FRAME -188 371 -314 WEST WIND ON FRAME 183 -373 415 SEISMIC LOAD NORTH - SOUTH -3 473 -24116 SEISMIC LOAD EAST - WEST -318 592 -217 SEISMIC VERTICAL COMPONENT -1 136 018 UPSET 0 0 019 CRANE DEAD 1 -3 020 CRANE LIVE + IMPACT 0 0 0

420 1 SELFWEIGHT (DL) 0 521 02 FIREPROOFING 0 48 03 PIPING DEAD LOAD 0 337 04 PIPING CONTENT 0 385 05 PIPING HYDROTEST 0 25 06 EQUIPMENT DEAD 0 152 07 EQUIPMENT CONTENT 0 33 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD 1 94 010 PLATFORM LIVE LOAD 1 128 011 PIPING THERMAL LOADS (NORTH - SOUTH) 49 -379 -112 PIPING FRICTION LOADS 0 -2 013 EAST WIND ON FRAME 19 -138 014 WEST WIND ON FRAME -21 137 015 SEISMIC LOAD NORTH - SOUTH 0 -1 016 SEISMIC LOAD EAST - WEST 41 -281 017 SEISMIC VERTICAL COMPONENT 0 139 018 UPSET 0 0 019 CRANE DEAD 0 1 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
Text Box
16
Page 19: 6379-C40-CV-ABK300_1.0

JOB NO: PAGE OFCLIENT: DATE 39034LOCATION: BY JRV

CHECK JGG

FDN Type 1 Node: 45,89,133,134,292,294,358,360,420 & 422FDN Type 2 Node: 46,47,90 & 91FDN Type 3 Node: 135,296,362 & 424

Horizontal Vertical HorizontalFx kN Fy kN Fz kN

4. BASIC LOADINGS FROM STAAD OUTPUT, From Cal. No. 6379-S10-CV-ABK001 to 004

LOADING CONDITIONNODE

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

422 1 SELFWEIGHT (DL) 48 764 02 FIREPROOFING 6 96 03 PIPING DEAD LOAD 21 891 04 PIPING CONTENT 18 598 05 PIPING HYDROTEST 1 29 06 EQUIPMENT DEAD 1 154 07 EQUIPMENT CONTENT 0 32 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -7 52 010 PLATFORM LIVE LOAD -8 213 011 PIPING THERMAL LOADS (NORTH - SOUTH) -442 -636 012 PIPING FRICTION LOADS -3 -4 013 EAST WIND ON FRAME -193 -279 014 WEST WIND ON FRAME 192 286 015 SEISMIC LOAD NORTH - SOUTH -4 -7 -116 SEISMIC LOAD EAST - WEST -349 -457 017 SEISMIC VERTICAL COMPONENT 1 232 018 UPSET 0 0 019 CRANE DEAD 1 2 020 CRANE LIVE + IMPACT 0 0 0

424 1 SELFWEIGHT (DL) -57 581 02 FIREPROOFING -6 87 03 PIPING DEAD LOAD -28 504 04 PIPING CONTENT -32 368 05 PIPING HYDROTEST 0 40 06 EQUIPMENT DEAD 0 220 07 EQUIPMENT CONTENT 0 11 08 HIDROTEST CONTENT 0 0 09 PLATFORM DEAD LOAD -8 68 010 PLATFORM LIVE LOAD -10 241 011 PIPING THERMAL LOADS (NORTH - SOUTH) -443 970 012 PIPING FRICTION LOADS -3 7 013 EAST WIND ON FRAME -193 401 014 WEST WIND ON FRAME 192 -405 015 SEISMIC LOAD NORTH - SOUTH -4 11 -116 SEISMIC LOAD EAST - WEST -350 688 017 SEISMIC VERTICAL COMPONENT 0 171 018 UPSET 0 0 019 CRANE DEAD 1 -2 020 CRANE LIVE + IMPACT 0 0 0

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Text Box
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of 96

Load Comb.

No.

Self

weig

ht

Fir

ep

roo

fin

g

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Liv

e

N /

S &

E /

W

C

on

ten

ts

N /

S

& E

/ W

C

on

ten

ts

East

(No

rth

)

Win

d

West

(So

uth

)

Win

d

N /

S

Seis

mic

E /

W

Seis

mic

Vert

ical

C

om

po

nen

t

Up

set

Dead

Liv

e +

Im

pact

Mat3D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

6.1 Load Combinations for Foundation design: Soil bearing pressure and stability ratio

1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

2 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -1.000 -1.000

3 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

4 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

5 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -1.000 -1.000 1.000

6 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -1.000 -1.000 1.000

7 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.700 0.700

8 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.700 0.700

9 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -1.000 -1.000 -0.700 0.700

10 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -1.000 -1.000 -0.700 0.700

11 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 1.000 1.000 0.750

12 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 1.000 1.000 0.750

13 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 -1.000 -1.000 0.750

14 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 -1.000 -1.000 0.750

15 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 1.000 1.000 0.525 0.525

16 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 1.000 1.000 0.525 0.525

17 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 -1.000 -1.000 -0.525 0.525

18 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.750 -1.000 -1.000 -0.525 0.525

Load Types & Case Numbers

Piping Friction

PipingPiping

Thermal

Piping/E

quip't

Desc

rip

tio

n

Gassi Touil LNG ProjectArzew, AlgeriaJob No. 6379

Load Combinations

Crane

Dead

+

Op

era

tin

g +

W

ind

Dead

+

Op

era

tin

g +

0

.75

Liv

e +

0

.75

Win

d

Dead

+

Op

era

tin

g +

0

.75

Liv

e +

0

.52

5 S

eis

mic

Seismic

Dead

+

O

pera

tin

g +

Liv

e

Struct Struct & Equip Equipment

Platform & Stairs

Wind

Dead

+

Op

era

tin

g +

0

.7 S

eis

mic

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 21: 6379-C40-CV-ABK300_1.0

of 96

Load Comb.

No.

Self

weig

ht

Fir

ep

roo

fin

g

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Liv

e

N /

S &

E /

W

C

on

ten

ts

N /

S

& E

/ W

C

on

ten

ts

East

(No

rth

)

Win

d

West

(So

uth

)

Win

d

N /

S

Seis

mic

E /

W

Seis

mic

Vert

ical

C

om

po

nen

t

Up

set

Dead

Liv

e +

Im

pact

Mat3D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Load Types & Case Numbers

Piping Friction

PipingPiping

Thermal

Piping/E

quip't

Desc

rip

tio

n

Gassi Touil LNG ProjectArzew, AlgeriaJob No. 6379

Load Combinations

Crane SeismicStruct Struct & Equip Equipment

Platform & Stairs

Wind

19 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.700 0.700

20 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.700 0.700

21 0.900 0.900 0.900 0.900 0.900 0.900 0.900 -0.900 -0.900 -0.700 0.700

22 0.900 0.900 0.900 0.900 0.900 0.900 0.900 -0.900 -0.900 -0.700 0.700

23 0.900 0.900 0.900 0.900 0.900 0.700 0.700

24 0.900 0.900 0.900 0.900 0.900 0.700 0.700

25 0.900 0.900 0.900 0.900 0.900 -0.700 0.700

26 0.900 0.900 0.900 0.900 0.900 -0.700 0.700

27 1.000 1.000 1.000 1.000 1.000 1.000

28 1.000 1.000 1.000 1.000 1.000 1.000

29 0.600 0.600 0.600 0.600 0.600 1.000

30 0.600 0.600 0.600 0.600 0.600 1.000

31 0.600 0.600 0.600 0.600 0.600 0.700 -0.700

32 0.600 0.600 0.600 0.600 0.600 0.700 -0.700

33 0.600 0.600 0.600 0.600 0.600 -0.700 -0.700

34 0.600 0.600 0.600 0.600 0.600 -0.700 -0.700

Test 35 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000

36 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.563

37 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.563

38 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.563 1.000 1.000

39 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.563 1.000 1.000Cra

ne +

P

art

ial W

ind

Test

+

Part

ial

Win

d

Dead

+

Win

d0

.9 D

ead

+ 0

.7

Seis

mic

0.6

D

ead

+

Win

d

0.9

Dead

+ 0

.9

Op

era

tin

g +

0.7

S

eis

mic

0.6

Dead

+ 0

.7

Seis

mic

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Text Box
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Page 22: 6379-C40-CV-ABK300_1.0

of 96

Load Comb.

No.

Self

weig

ht

Fir

ep

roo

fin

g

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Liv

e

N /

S &

E /

W

C

on

ten

ts

N /

S

& E

/ W

C

on

ten

ts

East

(No

rth

)

Win

d

West

(So

uth

)

Win

d

N /

S

Seis

mic

E /

W

Seis

mic

Vert

ical

C

om

po

nen

t

Up

set

Dead

Liv

e +

Im

pact

Mat3D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Load Types & Case Numbers

Piping Friction

PipingPiping

Thermal

Piping/E

quip't

Desc

rip

tio

n

Gassi Touil LNG ProjectArzew, AlgeriaJob No. 6379

Load Combinations

Crane SeismicStruct Struct & Equip Equipment

Platform & Stairs

Wind

6.2 Load Combinations for Foundation design: Strength Design1 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.4002 1.400 1.400 1.400 1.400 1.400 1.400 1.400 -1.400 -1.4003 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.600 1.200 1.200

4 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.600 -1.200 -1.200

5 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.6006 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.6007 1.200 1.200 1.200 1.200 1.200 1.200 1.200 -1.200 -1.200 1.6008 1.200 1.200 1.200 1.200 1.200 1.200 1.200 -1.200 -1.200 1.6009 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 1.000

10 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 1.00011 1.200 1.200 1.200 1.200 1.200 1.200 1.200 -1.200 -1.200 -1.000 1.00012 1.200 1.200 1.200 1.200 1.200 1.200 1.200 -1.200 -1.200 -1.000 1.00013 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 1.200 1.200 1.60014 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 1.200 1.200 1.60015 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 -1.200 -1.200 1.60016 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 -1.200 -1.200 1.60017 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 1.200 1.200 1.000 1.00018 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 1.200 1.200 1.000 1.00019 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 -1.200 -1.200 -1.000 1.00020 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.000 -1.200 -1.200 -1.000 1.00021 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 1.000 1.00022 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 0.900 1.000 1.00023 0.900 0.900 0.900 0.900 0.900 0.900 0.900 -0.900 -0.900 -1.000 1.00024 0.900 0.900 0.900 0.900 0.900 0.900 0.900 -0.900 -0.900 -1.000 1.00025 0.900 0.900 0.900 0.900 0.900 1.60026 0.900 0.900 0.900 0.900 0.900 1.60027 0.900 0.900 0.900 0.900 0.900 1.000 -1.00028 0.900 0.900 0.900 0.900 0.900 1.000 -1.00029 0.900 0.900 0.900 0.900 0.900 -1.000 -1.00030 0.900 0.900 0.900 0.900 0.900 -1.000 -1.000

1.4

D

ea

d +

1

.4

Op

era

tin

g

1.2

D

ead

+

1.2

O

pera

tin

g +

1

.6

Liv

e

1.2

Dead

+

1.2

O

pera

tin

g

+ 1

.6

Win

d

1.2

Dead

+

1.2

O

pera

tin

g

+ S

eis

mic

0.9

Dead

+

Seis

mic

1.2

Dead

+

1.2

O

pera

tin

g

+ L

ive +

1

.6 W

ind

1.2

Dead

+

1.2

O

pera

tin

g

+ L

ive +

S

eis

mic

0.9

Dead

+

0.9

O

pera

tin

g +

S

eis

mic

0.9

D

ead

+

1.6

W

ind

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
Text Box
20
Page 23: 6379-C40-CV-ABK300_1.0

of 96

Load Comb.

No.

Self

weig

ht

Fir

ep

roo

fin

g

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Co

nte

nts

Hyd

rote

st

C

on

ten

ts

Dead

Liv

e

N /

S &

E /

W

C

on

ten

ts

N /

S

& E

/ W

C

on

ten

ts

East

(No

rth

)

Win

d

West

(So

uth

)

Win

d

N /

S

Seis

mic

E /

W

Seis

mic

Vert

ical

C

om

po

nen

t

Up

set

Dead

Liv

e +

Im

pact

Mat3D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

Load Types & Case Numbers

Piping Friction

PipingPiping

Thermal

Piping/E

quip't

Desc

rip

tio

n

Gassi Touil LNG ProjectArzew, AlgeriaJob No. 6379

Load Combinations

Crane SeismicStruct Struct & Equip Equipment

Platform & Stairs

Wind

1.4 Test 31 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.400 1.40032 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 0.90033 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200 0.90034 1.200 1.200 1.200 1.200 1.200 1.200 1.200 0.900 1.200 1.20035 1.200 1.200 1.200 1.200 1.200 1.200 1.200 0.900 1.200 1.200

1.2

Test

+

1.6

P

art

ial

Win

d

1.2

Cr

an

e

+ 1

.6

Part

ial

Win

d

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
Text Box
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Page 24: 6379-C40-CV-ABK300_1.0

DESIGN AREA :PIER I.D. :

7. Ties to Transfer Shear from A.B. to Top of Pier

7.1 Concrete breakout strength of anchor in shear

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The shear for pier in max. tension is on node 46, FDN Type 2; Therefore this calculation applies also to FDN type 1& 3

7.1.1. Nominal concrete breakout strength in shear of a group of anchors; ( V cbg )

Vcbg = (AV / AVo) ψ5 ψ6 ψ7 Vb ( D-21 )

7.1.2. Basic concrete breakout strength in shear of a single anchor in cracked concrete; ( V b )

Vb = 0.6 ( l / do )0.2 √do √f 'c ( c1 )1.5 ( D-23 )

hef = 990 mm ( effective anchor embedment depth )do = 48 mm ( outside diameter of anchor )

8do = 384 mmf 'c= 30 N/mm² ( compressive strength of concrete )

384 mm ( load bearing length of anchor for shear - Min of " hef " or " 8do" )

( / do )0.2 = 1.52

√ do = 6.93√ f 'c = 5.48

( c1 )1.5 = 4072.02

Vb= 140.53 kN

7.1.3. Projected concrete failure area of an anchor or group of anchors; ( Av ) , Fig. RD.6.2.1 (b)

h = 2375 mm ( thickness of member in which an anchor is -anchored,measured parallel to anchor axis.)

s1 = 580 mm ( anchor center to center spacing )

c1= 255 mm ( distance from the center of an anchor to the -edge of concrete in the direction of the shear force)

c2 = 310 mm ( distance from center of an anchor shaft to the - edge of concrete in the direction orthogonal to c1 )

1.5c1 = 382.50 mm3c1 = 765.00 mm

h < 1.5c1 Falses1 < 3c1 True c2 < 1.5c1 True Projected area for single anchors

Av = 1.5c1(1.5c1+c2)

AV = 264,881 mm²

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

N O. 0 1 2 3 4

PA GE OF 9 6 D A TE Nov-06PR OJEC T N O. B Y JRVCLIEN T : C HECK JGGLOC A T ION : R EV IEW

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KBR CONFIDENTIAL INFORMATION –

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DESIGN AREA :PIER I.D. :

7. Ties to Transfer Shear from A.B. to Top of Pier

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

N O. 0 1 2 3 4

PA GE OF 9 6 D A TE Nov-06PR OJEC T N O. B Y JRVCLIEN T : C HECK JGGLOC A T ION : R EV IEW

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIATies to transfer shear from A.B. to top of pier

7.1.4. Projected concrete failure area of one anchor,when not limited by corner influences - spacing or member thicknes. ( Avo )

Avo = 4.5 ( c1 )² ( D-22 )

Avo = 292,613 mm² ( See; D.6.2.1 Fig RD.6.2.1 (a) )

7.1.5. Modification factor, for strength in shear, to account for anchor groups loaded eccentrically; ψ5

ψ5 = 1 ( all anchors at same load, no eccentically loaded; see D.6.2.5 )

7.1.6. Modification factor, for strength in shear, to account for edge distances smaller than 1.5c1; ψ6

If c2 < 1.5c1 True ( see D.6.2.6 )

Therefore : ψ6 = 0.7 + 0.3 ( C2 / 1.5C1 ) ( D-27 )

ψ6 = 0.94

7.1.7. Modification factor, for strength in shear, to account for cracking; ψ7

ψ7 = 1.4 ( see D.6.2.7 )

7.1.8. Strength reduction factor φ for anchors in concrete.

φ = 0.75 ( see D.4.4 )

7.1.9. Calculation of concrete breakout strength ( φ Vcbg )

φ Vcbg = 125.97 kN

7.1.10. In regions of moderate or high seismic risk, the design strength of anchor shall be taken as 0.75 φ Vcbg

( see D.3.3.3 )0.75 φ Vcbg < Vu ( Vu factored shear load )

0.75 φ Vcbg = 94.48 kN < 772.3 kN

7.2 Ties

7.2.1. Steel strength of anchor in shear 0.75 φ Vs

Diameter of anchor = 48 mmShear Strength = 134.9 kN (Anchor Bolt Capacity 6379 -C10-CV-002 )

n = 8 ( n = number of anchors )

0.75 φ Vs = (n)(Shear Strength )

0.75 φ Vs = 1079.20 kN

Req'd ties at breakout line

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DESIGN AREA :PIER I.D. :

7. Ties to Transfer Shear from A.B. to Top of Pier

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

N O. 0 1 2 3 4

PA GE OF 9 6 D A TE Nov-06PR OJEC T N O. B Y JRVCLIEN T : C HECK JGGLOC A T ION : R EV IEW

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIATies to transfer shear from A.B. to top of pier

7.2.2. Necessary capacity at Pier to achieve a ductile anchor = ( 0.75 φ Vs - 0.75φ Vcbg(cos35)) / 0.75

( ( 0.75 φ Vs ) - ( 0.75φ Vcbg cos35 ) ) / 0.75 = 1335.74 kN ( 0.75 by Seismic D.3.3.3)

7.2.3. Req'd ties at breakout line

Per section 12.13.2.1 of ACI 318-02, #12 bar can be developed by hooking around a vertical bar. Therefore :

fy = 500 N/mm² ( Reinforcement strength )Area stirrups φ12 = 113 mm²

# Sets at 1.5c1 = 5# Stirrups by Set = 3 Therefore : 6 ( Legs )

Area Provided = 3390 mm² OK

Area Req. = 2968 mm²

Area Req. = ( Necessary capacity to Pier to achieve a ductile anchor ) / ( 0.9 fy )

Use 5 Sets with 3 Stirrups by set @ 75 mmKBR CONFIDENTIAL INFORMATION –

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DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

NO. 0 1 2 3 4

PAGE OF 96 DATE Nov-06PROJECT NO. BY JRVCLIENT: CHECK JGGLOCATION: REVIEW

SUBJECT: APPROVE

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

Page 28: 6379-C40-CV-ABK300_1.0

DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

NO. 0 1 2 3 4

PAGE OF 96 DATE Nov-06PROJECT NO. BY JRVCLIENT: CHECK JGGLOCATION: REVIEW

SUBJECT: APPROVE

RE

VIS

ION

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

Concrete pierTie bar

D(1 to nb)X → hef / 3 (max)

Anchor bolt nut

Rebar(Typ)

Plan

PGrout

C = 40

Lrb , Ld 1 d0 hef , Le H1.5

Concrete pier K

Rebar

Anchor bolt

cover = 90 X Wh

db

Elevation

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

Page 29: 6379-C40-CV-ABK300_1.0

DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

NO. 0 1 2 3 4

PAGE OF 96 DATE Nov-06PROJECT NO. BY JRVCLIENT: CHECK JGGLOCATION: REVIEW

SUBJECT: APPROVE

RE

VIS

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

A : Material Strength :

1. Concrete strength, f'c = 30 N/mm2

2. Reinforcement strength, f y = 500 N/mm2

3. Anchor bolt type :(Type 1= Gr_4.6, Type 2= Gr_8.8) 1(without sleeve = 1 , with sleeve = 2) 1Anchor bolt material : BS 4190: Gr_4.6Anchor bolt yield strength, Fy= 235 N/mm2

Anchor bolt tensile strength, fut= 392 N/mm2

B : Anchor bolt and pier reinforcement information :

Number of anchor bolts, n = 8(For column pier, enter the total of anchor bolts in the pier.For equipment pier, enter 1 to represent the critical bolt)Anchor bolt diameter, do = 48 mm

R2 normalEffective cross-sectional area of anchor bolt, A se : 1470 mm2

Ultimate tensile strength of bolt, (0.75 φ Ns) = 324.4 KNR2 Standard anchor bolt embedment depth, h ef = 750 mm

(Engineer shall use bolt ultimate strength and standardembedment depth shown above as 0.75 φ Ns and hef unless otherwise directed by the Civil WGL.)

Actual bolt tensile strength used, Tu = 163.88 KN Actual anchor bolt embedment length used, Le > hef = 1000 mm Le / 3 = 333 mmDepth of concrete pier : 2375 mmVertical reinforcement bar size: D24Minimum spacing of vertical reinforcement: 125 mmVertical reinforcement bar diameter, d b = 24 mmRebar area, A r = 452 mm2

Rebar full tension development length, L d = 792 mm

Minimum rebar spacing, Smin = 110 mmCheck status of rebar spacing : OK

B1: Anchor bolt overall length & projection

Anchor bolt MTO :( 1 = Standard, 2 = Non Standard ) 2

Projection, P = 175 mmK = 75 mm

Efective anchor embedment depth, hef = 1000 mmTotal length, H = 1250 mm

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

Page 30: 6379-C40-CV-ABK300_1.0

DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

NO. 0 1 2 3 4

PAGE OF 96 DATE Nov-06PROJECT NO. BY JRVCLIENT: CHECK JGGLOCATION: REVIEW

SUBJECT: APPROVE

RE

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

C : Rebar selection around anchor bolt :

The required area of reinforcing bars, Arb, per anchor: (Ase Fy / fy) 690.9 mm2

D : Checking actual vertical reinforcement of pier to develop the tension of anchor bolt :(For column pier, the corner bolt is usually the critical.For equipment pier, critical bolt shall be selected by analysis.)

D X (X + db/2) Lrb A r

[mm] [mm] [mm] [mm] [mm2]1 213 163.5 1 175.5 843 1 4522 241 191.5 1 203.5 824 1 4523 254 204.5 1 216.5 816 1 4524 0 0 0 0 05 0 0 0 0 06 0 0 0 0 0

When additional reinforcement is need, this table must be modified because the bars relocation.

Number of rebars considered per anchor bolt with X < Le/3: 3Number of rebars considered per anchor bolt with X < Le/3 and Lrb > Ld: 3Number of rebars efective considered per anchor bolt, n rb: 3

Rebar area provided with actual reinforcing of pier to develop the tension of anchor bolt, A rb provided 1356 mm2, O.K.

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

Page 31: 6379-C40-CV-ABK300_1.0

DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

N O. 0 1 2 3 4

PA GE OF 9 6 D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

Concrete pierTie bar

D(1 to nb)X → hef / 3 (max)

Anchor bolt nut

Rebar(Typ)

Plan

PGrout

C = 40

Lrb , Ld 1 d0 hef , Le H1.5

Concrete pier K

Rebar

Anchor bolt

cover = 90 X Wh

db

Elevation

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

N O. 0 1 2 3 4

PA GE OF 9 6 D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

A : Material Strength :

1. Concrete strength, f'c = 30 N/mm2

2. Reinforcement strength, f y = 500 N/mm2

3. Anchor bolt type :(Type 1= Gr_4.6, Type 2= Gr_8.8) 1(without sleeve = 1 , with sleeve = 2) 1Anchor bolt material : BS 4190: Gr_4.6Anchor bolt yield strength, Fy= 235 N/mm2

Anchor bolt tensile strength, fut= 392 N/mm2

B : Anchor bolt and pier reinforcement information :

Number of anchor bolts, n = 8(For column pier, enter the total of anchor bolts in the pier.For equipment pier, enter 1 to represent the critical bolt)Anchor bolt diameter, do = 48 mm

R2 normalEffective cross-sectional area of anchor bolt, A se : 1470 mm2

Ultimate tensile strength of bolt, (0.75 φ Ns) = 324.4 KNR2 Standard anchor bolt embedment depth, h ef = 750 mm

(Engineer shall use bolt ultimate strength and standardembedment depth shown above as 0.75 φ Ns and hef unless otherwise directed by the Civil WGL.)

Actual bolt tensile strength used, Tu = 163.88 KN Actual anchor bolt embedment length used, Le > hef = 1000 mm Le / 3 = 333 mmDepth of concrete pier : 2375 mmVertical reinforcement bar size: D24Minimum spacing of vertical reinforcement: 125 mmVertical reinforcement bar diameter, d b = 24 mmRebar area, A r = 452 mm2

Rebar full tension development length, L d = 792 mm

Minimum rebar spacing, Smin = 110 mmCheck status of rebar spacing : OK

B1: Anchor bolt overall length & projection

Anchor bolt MTO :( 1 = Standard, 2 = Non Standard ) 2

Projection, P = 175 mmK = 75 mm

Efective anchor embedment depth, hef = 1000 mmTotal length, H = 1250 mm

KBR CONFIDENTIAL INFORMATION –

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Page 33: 6379-C40-CV-ABK300_1.0

DESIGN AREA :PIER I.D. :

8. Pier vertical reinf design to develop A.B.tens.

References : ACI-318-02 Appendix "D" Anchoring to concrete

Applies to : The max. tension is on node 46, FDN Type 2;

Foundation Design of PipeRack Sec2 . Area "ABK"Single 48 mm dia Gr. 4.6 bolt with pier 1200 sq. mm

N O. 0 1 2 3 4

PA GE OF 9 6 D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

C : Rebar selection around anchor bolt :

The required area of reinforcing bars, Arb, per anchor: (Ase Fy / fy) 690.9 mm2

D : Checking actual vertical reinforcement of pier to develop the tension of anchor bolt :(For column pier, the corner bolt is usually the critical.For equipment pier, critical bolt shall be selected by analysis.)

D X (X + db/2) Lrb A r

[mm] [mm] [mm] [mm] [mm2]1 213 163.5 1 175.5 843 1 4522 241 191.5 1 203.5 824 1 4523 254 204.5 1 216.5 816 1 4524 0 0 0 0 05 0 0 0 0 06 0 0 0 0 0

When additional reinforcement is need, this table must be modified because the bars relocation.

Number of rebars considered per anchor bolt with X < Le/3: 3Number of rebars considered per anchor bolt with X < Le/3 and Lrb > Ld: 3Number of rebars efective considered per anchor bolt, n rb: 3

Rebar area provided with actual reinforcing of pier to develop the tension of anchor bolt, A rb provided 1356 mm2, O.K.

KBR CONFIDENTIAL INFORMATION –

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Structure:Applies to : The max. tension is on node 46, FDN Type 2; therfore this calculatio applies also to FDN type 1& 3 Unit:

Area:

8.1 Pier vertical reinf design to develop A.B.tens.

P I E R U L T I M A T E L O A D C A P A C I T I E S Applied Axial Load KN

Allowed Axial Load KN

Applied Mom. about

X axis KN M

Allowed Mom. about

X axis KN M

Applied Mom.

about Z axis

KN M

Allowed Mom. about

Z axis KN M

1 - 1.4Dead + 1.4Fireproofing + 1.4Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4 Platform Dead + 1.4N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 851.72 2186.79 1312.21 3361.25 270.73 694.162 - 1.4Dead + 1.4Fireproofing + 1.4Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4 Platform Dead + -1.4N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 6792.01 13452.55 2038.29 4014.64 622.11 1230.953 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 1.6Platform Live + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 1283.72 4174.50 1091.47 3548.81 241.42 785.194 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 1.6Platform Live + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 6375.40 14272.26 1780.39 3963.99 523.87 1168.585 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 392.25 746.78 1095.84 2083.30 1084.39 2061.576 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1072.20 3096.54 1144.99 3305.71 586.20 1692.717 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 5483.94 13240.33 1776.02 4263.52 319.11 769.378 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 6163.89 11520.54 1726.88 3201.82 1351.49 2514.329 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Co -1128.53 -1229.97 2118.22 2308.60 237.28 258.6810 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical C 570.17 1140.80 1104.02 2207.62 1070.39 2140.4611 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1N/S Seismic + Seismic Vertic 7949.71 12441.15 2756.70 4283.26 540.77 841.1912 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertic 6251.02 11541.32 1742.50 3191.80 1373.88 2524.8113 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 738.30 1552.13 1075.04 2259.12 1090.25 2291.3014 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1418.25 3888.18 1124.18 3082.20 580.34 1591.2015 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 5829.98 13753.87 1796.82 4216.79 324.96 765.6916 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 6509.94 12053.01 1747.68 3213.64 1345.63 2480.8417 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + -782.48 -917.86 2097.42 2460.92 243.14 285.2918 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + 1.2N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 916.21 2022.47 1083.22 2390.79 1076.25 2375.4319 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1N/S Seismic 8295.76 12825.18 2777.50 4265.63 534.92 822.2720 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 6597.07 12066.85 1763.30 3203.41 1368.02 2491.6021 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9 Platform Dead + 0.9N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical C -1311.04 -1539.32 1837.03 2157.23 179.27 210.5222 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9 Platform Dead + 0.9N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical C 387.65 885.71 822.83 1877.08 1012.38 2309.3223 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9 Platform Dead + -0.9N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1N/S Seismic + Seismic Vertic 6494.28 12220.07 2319.92 4332.62 407.46 761.3824 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9 Platform Dead + -0.9N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertic 4795.59 10902.29 1305.72 2944.02 1240.57 2799.6925 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Equip Dead + 0.9 Platform Dead + 1.6East Wind 1631.11 9114.78 215.69 1205.42 743.35 4153.8726 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Equip Dead + 0.9 Platform Dead + 1.6 West Wind 2311.06 11000.65 166.55 790.12 927.24 4372.1327 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Equip Dead + 0.9 Platform Dead + N/S Seismic + -1Seismic Vertical Component -159.08 -512.78 822.81 2652.84 101.46 327.1128 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Equip Dead + 0.9 Platform Dead + E/W Seismic + -1Seismic Vertical Component 1539.61 8852.54 191.39 1100.18 731.65 4206.0029 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Equip Dead + 0.9 Platform Dead + -1N/S Seismic + -1Seismic Vertical Component 3827.47 13810.75 1180.25 4236.47 195.41 704.2030 - 0.9Dead + 0.9Fireproofing + 0.9Piping Dead + 0.9Equip Dead + 0.9 Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 2128.78 9888.42 166.05 771.41 947.33 4400.6531 - 1.4Dead + 1.4Fireproofing + 1.4Piping Dead + 1.4Piping Contents + 1.4Piping Hidrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hidrotest Contents + 1.4 Platform Dead 3929.50 21799.87 371.67 2152.61 200.62 1034.7832 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Piping Hidrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hidrotest Contents + 1.2 Platform Dead + 0.9East Wind 3178.14 20000.20 334.84 2100.01 330.81 2055.8733 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Piping Hidrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hidrotest Contents + 1.2 Platform Dead + 0.9 West Wind 3560.61 18012.08 307.20 1554.56 608.90 3074.4034 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 3084.53 19980.25 326.55 2098.18 323.64 2065.4735 - 1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3467.01 17763.55 298.90 1531.17 616.07 3150.07

8295.8

ABK-SEC 2

PIPE RACK

Min Compression, KN387.7

-1311.0

Max Compression, KN

Max Tension, KN

N O. 0 1 2 3 4

PA GE OF D A TE Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A TION : R EV IEW

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAPier vertical reinf design to develop A.B.tens.

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 1)\Joint_294_(80%).m3d

9. Mat3D Output Node 294, FDN Type 1DESIGN CODE ACI 318 - 2002

CONCRETE PARAMETERS:

Compressive Strength (N/sq mm) 30.00Unit Weight (kN/cu m) 23.50

REINFORCING STEEL PARAMETERS:

Yield Strength (N/sq mm) 500.00Unit Weight (kN/cu m) 77.00

Modulus of Elasticity (kN/sq mm) 200.00

SOIL PARAMETERS:

Allowable Net Bearing Capacity (kN/sq m) 225.00Unit Weight (kN/cu m) 18.63

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - Dead 737.87 51.05 0.00 -35.96 0.002 - Fireproofing 150.79 8.45 0.00 -8.59 0.003 - Piping Dead 830.14 18.34 0.00 -28.14 0.004 - Piping Contents 563.94 21.65 0.00 -21.63 0.005 - Piping Hydrotest Contents 83.11 2.57 0.00 -2.05 0.006 - Equip Dead 308.43 1.18 0.00 -8.69 0.007 - Equip Cont 64.70 0.07 0.00 -1.84 0.008 - Equip Hydrotest Contents 0.00 0.00 0.00 0.00 0.009 - Platform Dead 124.25 -2.12 0.00 -3.47 0.0010 - Platform Live 356.04 0.64 0.00 -9.96 0.0011 - N/S & E/W Piping Thermal Contents -685.64 -318.42 0.00 229.01 0.0012 - N/S & E/W Piping Friction Contents -225.22 -2.29 0.00 119.44 0.0013 - East Wind -207.99 -191.93 0.00 -3.40 0.0014 - West Wind 213.12 187.00 0.00 2.56 0.0015 - N/S Seismic -515.66 -2.91 0.00 278.68 0.0016 - E/W Seismic -288.56 -319.40 0.00 -3.19 0.0017 - Seismic Vertical Component 136.49 0.01 0.00 -3.85 0.0018 - Upset 0.00 0.00 0.00 0.00 0.0019 - Crane Dead -0.08 1.00 0.00 0.19 0.0020 - Crane Live Impact 0.00 0.00 0.00 0.00 0.00

A P P L I E D L O A D S " NODE 294, FDN TYPE 1 "

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 1)\Joint_294_(80%).m3d

9. Mat3D Output Node 294, FDN Type 1

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents 2225.30 -221.45 0.00 230.17 0.002 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents 4047.02 419.97 0.00 -466.73 0.003 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + East Wind 1661.27 -414.02 0.00 236.73 0.004 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + West Wind 2082.38 -35.09 0.00 242.69 0.005 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + East Wind 3482.99 227.40 0.00 -460.17 0.006 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + West Wind 3904.10 606.33 0.00 -454.21 0.007 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 1603.84 -224.12 0.00 432.51 0.008 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 1762.81 -445.66 0.00 235.20 0.009 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 4147.49 421.37 0.00 -654.54 0.0010 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 3988.52 642.92 0.00 -457.23 0.0011 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75East Wind 1980.30 -365.56 0.00 230.11 0.0012 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75 West Wind 2296.13 -81.36 0.00 234.58 0.0013 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75East Wind 3802.02 275.86 0.00 -466.79 0.0014 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75 West Wind 4117.85 560.06 0.00 -462.32 0.0015 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525 N/S Seismic + 0.525Seismic Vertical Component 1937.23 -223.13 0.00 376.95 0.0016 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525E/W Seismic + 0.525Seismic Vertical Component 2056.45 -389.29 0.00 228.96 0.0017 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525 N/S Seismic + 0.525Seismic Vertical Component 4300.39 421.34 0.00 -612.57 0.0018 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525E/W Seismic + 0.525Seismic Vertical Component 4181.16 587.50 0.00 -464.59 0.0019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 1416.92 -201.91 0.00 408.50 0.0020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 1575.89 -423.45 0.00 211.19 0.0021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 3778.39 379.44 0.00 -608.86 0.0022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 3619.42 600.98 0.00 -411.56 0.0023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7 N/S Seismic + 0.7Seismic Vertical Component 1670.91 67.18 0.00 116.02 0.0024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7E/W Seismic + 0.7Seismic Vertical Component 1829.88 -154.36 0.00 -81.29 0.0025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7 N/S Seismic + 0.7Seismic Vertical Component 2392.84 71.25 0.00 -274.14 0.0026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7E/W Seismic + 0.7Seismic Vertical Component 2233.87 292.80 0.00 -76.83 0.0027 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + East Wind 1943.49 -115.03 0.00 -88.25 0.0028 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + West Wind 2364.60 263.90 0.00 -82.29 0.0029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + East Wind 1082.90 -145.79 0.00 -54.31 0.0030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + West Wind 1504.01 233.14 0.00 -48.35 0.0031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7 N/S Seismic + -0.7Seismic Vertical Component 834.38 44.10 0.00 146.86 0.0032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7E/W Seismic + -0.7Seismic Vertical Component 993.35 -177.45 0.00 -50.45 0.0033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7 N/S Seismic + -0.7Seismic Vertical Component 1556.31 48.17 0.00 -243.29 0.0034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7E/W Seismic + -0.7Seismic Vertical Component 1397.34 269.71 0.00 -45.98 0.0035 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead 2863.23 101.19 0.00 -110.37 0.0036 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563East Wind 2746.13 -6.87 0.00 -112.28 0.0037 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563 West Wind 2983.22 206.47 0.00 -108.93 0.0038 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563East Wind + Crane Dead + Crane Live Impact 2662.94 -8.44 0.00 -110.04 0.0039 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563 West Wind + Crane Dead + Crane Live Impact 2900.03 204.90 0.00 -106.69 0.00

U N F A C T O R E D ( A L L O W A B L E ) L O A D C O M B I N A T I O N S " NODE 294, FDN TYPE 1 "

KBR CONFIDENTIAL INFORMATION –

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 1)\Joint_294_(80%).m3d

9. Mat3D Output Node 294, FDN Type 1

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 2616.96 -310.93 0.00 336.18 0.002 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 5167.37 587.06 0.00 -639.48 0.003 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 2812.78 -265.48 0.00 272.22 0.004 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 4998.84 504.22 0.00 -564.06 0.005 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1910.33 -573.60 0.00 282.72 0.006 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 2584.10 32.69 0.00 292.25 0.007 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 4096.39 196.11 0.00 -553.56 0.008 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4770.17 802.40 0.00 -544.03 0.009 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1863.94 -269.41 0.00 562.99 0.0010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 2091.04 -585.90 0.00 281.12 0.0011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 5081.33 506.12 0.00 -830.65 0.0012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 4854.23 822.61 0.00 -548.78 0.0013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 2266.37 -572.96 0.00 272.76 0.0014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 2940.14 33.33 0.00 282.29 0.0015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 4452.43 196.75 0.00 -563.52 0.0016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 5126.21 803.04 0.00 -553.99 0.0017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 2219.98 -268.77 0.00 553.03 0.0018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 2447.08 -585.26 0.00 271.16 0.0019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 5437.37 506.76 0.00 -840.61 0.0020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 5210.27 823.25 0.00 -558.74 0.0021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1303.16 -202.78 0.00 490.95 0.0022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1530.26 -519.27 0.00 209.08 0.0023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3974.03 380.32 0.00 -693.62 0.0024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3746.93 696.81 0.00 -411.75 0.0025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1603.55 -237.88 0.00 -81.81 0.0026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 2277.32 368.41 0.00 -72.27 0.0027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 1284.18 66.29 0.00 206.17 0.0028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1511.28 -250.20 0.00 -75.71 0.0029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 2315.50 72.11 0.00 -351.20 0.0030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 2088.40 388.60 0.00 -69.33 0.0031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 4008.52 141.67 0.00 -154.52 0.0032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 3248.69 -51.31 0.00 -135.50 0.0033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 3627.68 289.73 0.00 -130.14 0.0034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 3148.86 -53.19 0.00 -132.82 0.0035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3527.86 287.84 0.00 -127.45 0.00

F A C T O R E D ( U L T I M A T E ) L O A D C O M B I N A T I O N S " NODE 294, FDN TYPE 1 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 1)\Joint_294_(80%).m3d

9. Mat3D Output Node 294, FDN Type 1

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Max All S.R. S.R. AllPressure Pressure E/W N/S. S.R.(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents 152.38 337.08 18.05 18.76 1.502 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents 248.75 337.08 13.57 15.08 1.503 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + East Wind 150.25 337.08 14.70 8.40 1.504 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + West Wind 133.23 337.08 16.41 113.50 1.505 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + East Wind 213.56 337.08 12.29 24.88 1.506 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + West Wind 258.45 337.08 13.56 10.16 1.507 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 148.84 337.08 7.89 15.22 1.508 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 156.11 337.08 15.31 8.08 1.509 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 267.77 337.08 9.86 15.31 1.5010 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 264.52 337.08 13.69 9.74 1.5011 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75East Wind 156.23 337.08 16.78 10.56 1.5012 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75 West Wind 143.46 337.08 18.07 52.09 1.5013 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75East Wind 228.69 337.08 12.94 21.89 1.5014 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75 West Wind 262.35 337.08 13.88 11.46 1.5015 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525 N/S Seismic + 0.525Seismic Vertical Component 155.17 337.08 10.10 17.07 1.5016 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525E/W Seismic + 0.525Seismic Vertical Component 160.63 337.08 17.26 10.15 1.5017 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525 N/S Seismic + 0.525Seismic Vertical Component 269.34 337.08 10.83 15.75 1.5018 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525E/W Seismic + 0.525Seismic Vertical Component 266.91 337.08 13.97 11.05 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 134.69 337.08 7.44 15.04 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 141.96 337.08 15.28 7.62 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 244.16 337.08 9.63 15.45 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 240.92 337.08 13.78 9.44 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7 N/S Seismic + 0.7Seismic Vertical Component 107.64 337.08 28.80 49.74 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7E/W Seismic + 0.7Seismic Vertical Component 117.25 337.08 43.44 22.88 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7 N/S Seismic + 0.7Seismic Vertical Component 144.98 337.08 15.34 59.01 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7E/W Seismic + 0.7Seismic Vertical Component 141.73 337.08 52.25 13.71 1.5027 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + East Wind 122.45 337.08 43.25 33.18 1.5028 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + West Wind 148.24 337.08 52.50 16.37 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + East Wind 77.20 337.08 40.33 15.02 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + West Wind 97.89 337.08 55.72 11.55 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7 N/S Seismic + -0.7Seismic Vertical Component 68.22 337.08 12.89 42.94 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7E/W Seismic + -0.7Seismic Vertical Component 76.55 337.08 41.30 11.74 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7 N/S Seismic + -0.7Seismic Vertical Component 100.44 337.08 11.33 57.22 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7E/W Seismic + -0.7Seismic Vertical Component 97.20 337.08 55.81 9.52 1.5035 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead 153.56 337.08 44.54 48.58 1.5036 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563East Wind 142.02 337.08 42.54 695.56 1.5037 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563 West Wind 166.15 337.08 46.45 24.51 1.5038 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563East Wind + Crane Dead + Crane Live Impact 139.21 337.08 42.50 554.33 1.5039 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563 West Wind + Crane Dead + Crane Live Impact 163.08 337.08 46.49 24.21 1.50

B E A R I N G C A P A C I T Y / S T A B I L I T Y R A T IO " NODE 294, FDN TYPE 1 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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9. Mat3D Output Node 294, FDN Type 1

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Left Max Shear AllDist Shear Stress Stress(m) (kN) (kN/sq m) (kN/sq m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 1.54 911.41 271.91 682.202 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 3.96 -1765.38 526.67 682.203 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 1.54 940.23 280.50 682.204 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 3.96 -1673.24 499.18 682.205 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 843.37 251.61 682.206 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -758.42 226.26 682.207 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 3.96 -1264.62 377.28 682.208 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -1760.04 525.08 682.209 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1.54 676.49 201.82 682.2010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1.54 900.20 268.56 682.2011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3.96 -1697.30 506.36 682.2012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3.96 -1793.81 535.16 682.2013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 942.76 281.26 682.2014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -858.46 256.11 682.2015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 3.96 -1364.66 407.12 682.2016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -1860.08 554.93 682.2017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1.54 775.88 231.47 682.2018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1.54 999.59 298.21 682.2019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3.96 -1797.33 536.21 682.2020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3.96 -1893.85 565.00 682.2021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1.54 481.19 143.55 682.2022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1.54 704.90 210.30 682.2023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3.96 -1319.00 393.50 682.2024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3.96 -1415.52 422.30 682.2025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1.54 583.07 173.95 682.2026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 3.96 -837.80 249.95 682.2027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 3.96 -406.82 121.37 682.2028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1.54 563.46 168.10 682.2029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 3.96 -698.59 208.41 682.2030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 3.96 -795.11 237.21 682.2031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 3.96 -1215.50 362.63 682.2032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 1.54 953.96 284.60 682.2033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 3.96 -1180.72 352.25 682.2034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 1.54 926.96 276.54 682.2035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3.96 -1151.81 343.62 682.20

M A X I M U M S H E A R - X D I R E C T I O N " NODE 294, FDN TYPE 1 "

KBR CONFIDENTIAL INFORMATION –

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 1)\Joint_294_(80%).m3d

9. Mat3D Output Node 294, FDN Type 1

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Left Max Shear AllDist Shear Stress Stress(m) (kN) (kN/sq m) (kN/sq m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 1.54 911.41 271.91 682.202 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 3.96 -1765.38 526.67 682.203 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 1.54 940.23 280.50 682.204 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 3.96 -1673.24 499.18 682.205 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 843.37 251.61 682.206 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -758.42 226.26 682.207 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 3.96 -1264.62 377.28 682.208 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -1760.04 525.08 682.209 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1.54 676.49 201.82 682.2010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1.54 900.20 268.56 682.2011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3.96 -1697.30 506.36 682.2012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3.96 -1793.81 535.16 682.2013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 942.76 281.26 682.2014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -858.46 256.11 682.2015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 3.96 -1364.66 407.12 682.2016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -1860.08 554.93 682.2017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1.54 775.88 231.47 682.2018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1.54 999.59 298.21 682.2019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3.96 -1797.33 536.21 682.2020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3.96 -1893.85 565.00 682.2021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical Component 1.54 481.19 143.55 682.2022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 1.54 704.90 210.30 682.2023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 3.96 -1319.00 393.50 682.2024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Vertical Component 3.96 -1415.52 422.30 682.2025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1.54 583.07 173.95 682.2026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 3.96 -837.80 249.95 682.2027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 3.96 -406.82 121.37 682.2028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1.54 563.46 168.10 682.2029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 3.96 -698.59 208.41 682.2030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 3.96 -795.11 237.21 682.2031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 3.96 -1215.50 362.63 682.2032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 1.54 953.96 284.60 682.2033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 3.96 -1180.72 352.25 682.2034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 1.54 926.96 276.54 682.2035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3.96 -1151.81 343.62 682.20

Net Ult Punch. AllLoad Stress Stress(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vertical Component 4751.60 1077.03 1364.40

X Dim (mm) 5500.00Z Dim (mm) 5500.00

Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)

Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

F O O T I N G D E S I G N I N F O R M A T I O N " NODE 294, FDN TYPE 1 "

M A X I M U M S H E A R - Z D I R E C T I O N " NODE 294, FDN TYPE 1 "

P U N C H I N G S H E A R " NODE 294, FDN TYPE 1 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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9. Mat3D Output Node 294, FDN Type 1

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

X Dim (mm) 1200.00Z Dim (mm) 1200.00Height (mm) 1600.00

X Offset (mm) 2750.00Z Offset (mm) 0.00

Requested Reinft. Ratio 0.0018Provided Reinft. Ratio 0.0071Long Bar Size (mm) 20

Bars in X Dir 9Bars in Z Dir 9

Total Long Bars 32Tie Bar Size (mm) 10

Total No. of Ties 12Major Tie Spacing (mm) 140

P I E R / B A S E P L A T E D E S I G N I N F O R M A T I O N " NODE 294, FDN TYPE 1 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2DESIGN CODE ACI 318 - 2002

CONCRETE PARAMETERS:

Compressive Strength (N/sq mm) 30.00Unit Weight (kN/cu m) 23.50

REINFORCING STEEL PARAMETERS:

Yield Strength (N/sq mm) 500.00Unit Weight (kN/cu m) 77.00

Modulus of Elasticity (kN/sq mm) 200.00

SOIL PARAMETERS:

Allowable Net Bearing Capacity (kN/sq m) 225.00Unit Weight (kN/cu m) 18.63

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2100.00

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - Dead 822.11 43.78 0.00 -42.58 0.002 - Fireproofing 176.68 8.92 0.00 -9.55 0.003 - Piping Dead 685.96 1.02 0.00 -23.89 0.004 - Piping Contents 478.34 1.77 0.00 -19.98 0.005 - Piping Hydrotest Contents 76.88 -0.68 0.00 -2.57 0.006 - Equip Dead 303.48 1.32 0.00 -7.51 0.007 - Equip Cont 63.87 0.06 0.00 -1.60 0.008 - Equip Hydrotest Contents 0.00 0.00 0.00 0.00 0.009 - Platform Dead 118.18 -4.57 0.00 -2.96 0.0010 - Platform Live 346.03 -2.44 0.00 -8.67 0.0011 - N/S & E/W Piping Thermal Contents -1462.81 -129.26 0.00 320.05 0.0012 - N/S & E/W Piping Friction Contents -658.62 -3.63 0.00 178.64 0.0013 - East Wind -211.11 -222.01 0.00 -7.53 0.0014 - West Wind 213.84 213.13 0.00 5.27 0.0015 - N/S Seismic -1993.18 -2.66 0.00 417.39 0.0016 - E/W Seismic -294.57 -349.86 0.00 -5.28 0.0017 - Seismic Vertical Component 134.70 0.48 0.00 -3.36 0.0018 - Upset 0.00 0.00 0.00 0.00 0.0019 - Crane Dead -1.12 1.81 0.00 0.31 0.0020 - Crane Live Impact 0.00 0.00 0.00 0.00 0.00

A P P L I E D L O A D S " NODE 46, FDN TYPE 2 "

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents 873.22 -83.03 0.00 381.95 0.002 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents 5116.08 182.75 0.00 -615.43 0.003 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + East Wind 316.08 -302.60 0.00 383.09 0.004 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + West Wind 741.03 132.54 0.00 395.89 0.005 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + East Wind 4558.94 -36.82 0.00 -614.29 0.006 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + West Wind 4983.89 398.32 0.00 -601.49 0.007 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component -773.75 -82.12 0.00 680.44 0.008 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 415.28 -325.16 0.00 384.57 0.009 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 6259.57 187.39 0.00 -901.29 0.0010 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 5070.54 430.43 0.00 -605.42 0.0011 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75East Wind 628.38 -248.93 0.00 378.47 0.0012 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75 West Wind 947.09 77.43 0.00 388.07 0.0013 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75East Wind 4871.24 16.85 0.00 -618.91 0.0014 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75 West Wind 5189.95 343.21 0.00 -609.31 0.0015 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525 N/S Seismic + 0.525Seismic Ver -188.99 -83.56 0.00 601.48 0.0016 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525E/W Seismic + 0.525Seismic Vert 702.78 -265.84 0.00 379.58 0.0017 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525 N/S Seismic + 0.525Seismi 6146.71 185.01 0.00 -834.16 0.0018 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525E/W Seismic + 0.525Seismic 5254.94 367.29 0.00 -612.25 0.0019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Ve -826.47 -74.06 0.00 641.38 0.0020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Ver 362.56 -317.10 0.00 345.51 0.0021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic 5782.56 168.87 0.00 -840.61 0.0022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic 4593.53 411.91 0.00 -544.74 0.0023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7 N/S Seismic + 0.7Seismic Vertical Component 594.83 43.90 0.00 211.98 0.0024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7E/W Seismic + 0.7Seismic Vertical Component 1783.86 -199.14 0.00 -83.89 0.0025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7 N/S Seismic + 0.7Seismic Vertical Component 3385.29 47.62 0.00 -372.37 0.0026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7E/W Seismic + 0.7Seismic Vertical Component 2196.26 290.66 0.00 -76.50 0.0027 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + East Wind 1895.30 -171.54 0.00 -94.02 0.0028 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + West Wind 2320.25 263.60 0.00 -81.22 0.0029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + East Wind 1052.74 -191.73 0.00 -59.42 0.0030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + West Wind 1477.69 243.41 0.00 -46.62 0.0031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7 N/S Seismic + -0.7Seismic Vertical Component -225.67 28.08 0.00 242.63 0.0032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7E/W Seismic + -0.7Seismic Vertical Component 963.36 -214.96 0.00 -53.24 0.0033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7 N/S Seismic + -0.7Seismic Vertical Component 2564.78 31.81 0.00 -341.72 0.0034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7E/W Seismic + -0.7Seismic Vertical Component 1375.76 274.85 0.00 -45.85 0.0035 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead 2725.50 51.62 0.00 -110.64 0.0036 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563East Wind 2606.65 -73.37 0.00 -114.88 0.0037 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563 West Wind 2845.89 171.61 0.00 -107.67 0.0038 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563East Wind + Crane Dead + Crane Live Impact 2528.65 -70.88 0.00 -112.00 0.0039 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563 West Wind + Crane Dead + Crane Live Impact 2767.89 174.10 0.00 -104.79 0.00

U N F A C T O R E D ( A L L O W A B L E ) L O A D C O M B I N A T I O N S " NODE 46, FDN TYPE 2 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 738.07 -112.83 0.00 546.87 0.002 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 6678.07 259.27 0.00 -849.46 0.003 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 1186.28 -100.61 0.00 454.87 0.004 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 6277.71 218.32 0.00 -741.98 0.005 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 294.85 -451.92 0.00 456.70 0.006 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 974.77 244.30 0.00 477.18 0.007 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 5386.29 -132.99 0.00 -740.16 0.008 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 6066.21 563.24 0.00 -719.68 0.009 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical -1225.85 -98.89 0.00 882.77 0.0010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 472.76 -446.09 0.00 460.10 0.0011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 7851.94 225.37 0.00 -1148.86 0.0012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 6153.33 572.57 0.00 -726.19 0.0013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 640.88 -454.36 0.00 448.03 0.0014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1320.80 241.86 0.00 468.51 0.0015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 5732.32 -135.43 0.00 -748.83 0.0016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 6412.24 560.80 0.00 -728.35 0.0017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + -879.82 -101.33 0.00 874.10 0.0018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 818.79 -448.53 0.00 451.43 0.0019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismi 8197.97 222.93 0.00 -1157.53 0.0020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 6499.36 570.13 0.00 -734.86 0.0021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical -1384.01 -74.71 0.00 765.59 0.0022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 314.60 -421.91 0.00 342.92 0.0023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 6420.93 169.81 0.00 -966.83 0.0024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 4722.32 517.01 0.00 -544.16 0.0025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1557.99 -309.79 0.00 -89.89 0.0026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 2237.91 386.43 0.00 -69.41 0.0027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component -232.11 42.28 0.00 342.91 0.0028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1466.50 -304.92 0.00 -79.76 0.0029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 3754.25 47.60 0.00 -491.87 0.0030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 2055.64 394.80 0.00 -69.20 0.0031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 3815.70 72.27 0.00 -154.90 0.0032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 3080.60 -137.87 0.00 -139.55 0.0033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 3463.06 253.76 0.00 -128.03 0.0034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 2987.00 -134.88 0.00 -136.09 0.0035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3369.46 256.75 0.00 -124.57 0.00

F A C T O R E D ( U L T I M A T E ) L O A D C O M B I N A T I O N S " NODE 46, FDN TYPE 2 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Max All S.R. S.R. AllPressure Pressure E/W N/S. S.R.(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents 122.49 355.75 8.17 33.54 1.502 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents 263.01 355.75 11.86 35.64 1.503 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + East Wind 127.69 355.75 6.71 7.58 1.504 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + West Wind 124.60 355.75 7.55 20.13 1.505 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + East Wind 234.91 355.75 10.99 163.59 1.506 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + West Wind 277.91 355.75 11.92 16.06 1.507 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 108.04 355.75 2.20 16.28 1.508 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 132.49 355.75 6.94 7.33 1.509 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 316.89 355.75 9.35 40.12 1.5010 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 283.43 355.75 11.98 15.04 1.5011 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75East Wind 130.75 355.75 7.61 10.32 1.5012 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75 West Wind 124.44 355.75 8.23 36.80 1.5013 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75East Wind 241.76 355.75 11.40 373.71 1.5014 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75 West Wind 279.01 355.75 12.10 19.17 1.5015 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525 N/S Seismic + 0.525Seismic Ver 112.10 355.75 3.45 22.15 1.5016 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525E/W Seismic + 0.525Seismic Vert 134.34 355.75 7.78 9.91 1.5017 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525 N/S Seismic + 0.525Seismi 308.25 355.75 9.97 40.10 1.5018 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525E/W Seismic + 0.525Seismic 283.16 355.75 12.15 18.06 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Ve 102.23 355.75 1.90 14.71 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Ver 121.11 355.75 6.92 6.73 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic 291.55 355.75 9.20 40.84 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic 258.10 355.75 12.04 14.21 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7 N/S Seismic + 0.7Seismic Vertical Component 91.73 355.75 12.36 53.26 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7E/W Seismic + 0.7Seismic Vertical Component 126.99 355.75 45.19 16.99 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7 N/S Seismic + 0.7Seismic Vertical Component 179.09 355.75 14.42 100.59 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7E/W Seismic + 0.7Seismic Vertical Component 145.63 355.75 54.87 12.89 1.5027 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + East Wind 134.36 355.75 43.90 21.47 1.5028 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + West Wind 152.95 355.75 55.97 15.39 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + East Wind 86.67 355.75 40.27 11.14 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + West Wind 101.59 355.75 60.30 10.31 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7 N/S Seismic + -0.7Seismic Vertical Component 52.72 355.75 4.67 36.03 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7E/W Seismic + -0.7Seismic Vertical Component 85.90 355.75 43.30 9.57 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7 N/S Seismic + -0.7Seismic Vertical Component 135.13 355.75 11.36 108.91 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7E/W Seismic + -0.7Seismic Vertical Component 101.67 355.75 59.14 8.80 1.5035 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead 146.87 355.75 44.69 85.47 1.5036 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563East Wind 146.03 355.75 42.02 58.71 1.5037 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563 West Wind 160.70 355.75 47.02 26.33 1.5038 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563East Wind + Crane Dead + Crane Live Impact 143.50 355.75 42.42 59.81 1.5039 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563 West Wind + Crane Dead + Crane Live Impact 158.62 355.75 47.58 25.56 1.50

B E A R I N G C A P A C I T Y / S T A B I L I T Y R A T IO " NODE 46, FDN TYPE 2 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Left Max Shear AllDist Shear Stress Stress(m) (kN) (kN/sq m) (kN/sq m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 1.51 296.34 57.92 682.202 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 4.29 -1941.69 379.48 682.203 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 1.51 400.95 78.36 682.204 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 4.29 -1806.12 352.98 682.205 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.51 399.69 78.11 682.206 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4.29 -440.36 86.06 682.207 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.51 1517.50 296.57 682.208 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4.29 -1977.94 386.56 682.209 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 4.29 359.35 70.23 682.2010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 1.51 442.24 86.43 682.2011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 4.29 -2221.27 434.11 682.2012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 4.29 -2006.81 392.20 682.2013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.51 491.53 96.06 682.2014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4.29 -528.99 103.38 682.2015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.51 1609.34 314.52 682.2016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4.29 -2066.57 403.88 682.2017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + 4.29 270.72 52.91 682.2018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 1.51 534.08 104.38 682.2019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismi 4.29 -2309.89 451.43 682.2020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 4.29 -2095.43 409.52 682.2021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 4.29 391.03 76.42 682.2022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 1.51 378.74 74.02 682.2023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 4.29 -1805.19 352.80 682.2024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 4.29 -1590.73 310.88 682.2025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1.51 629.20 122.97 682.2026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 4.29 -856.93 167.48 682.2027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 1.51 -69.31 13.55 682.2028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1.51 602.13 117.68 682.2029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 4.29 -1029.37 201.18 682.2030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 4.29 -814.91 159.26 682.2031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 4.29 -1072.21 209.55 682.2032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 1.51 919.45 179.69 682.2033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 4.29 -1095.46 214.09 682.2034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 1.51 893.08 174.54 682.2035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 4.29 -1073.01 209.71 682.20

M A X I M U M S H E A R - X D I R E C T I O N " NODE 46, FDN TYPE 2 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Left Max Shear AllDist Shear Stress Stress(m) (kN) (kN/sq m) (kN/sq m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 4.64 -584.60 128.04 682.202 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 1.86 2475.07 542.10 682.203 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 4.64 -651.09 142.60 682.204 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 1.86 2288.77 501.29 682.205 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 4.64 -396.80 86.91 682.206 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4.64 -604.37 132.37 682.207 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.86 2032.21 445.10 682.208 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1.86 2214.27 484.98 682.209 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 1.86 -761.32 166.75 682.2010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 4.64 -449.90 98.54 682.2011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 1.86 2993.23 655.58 682.2012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 1.86 2243.29 491.33 682.2013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 4.64 -490.55 107.44 682.2014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 4.64 -698.12 152.90 682.2015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.86 2136.76 468.00 682.2016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1.86 2318.82 507.87 682.2017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + 1.86 -743.82 162.91 682.2018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 4.64 -543.65 119.07 682.2019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismi 1.86 3097.78 678.48 682.2020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 1.86 2347.84 514.23 682.2021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 1.86 -570.99 125.06 682.2022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 4.64 -324.62 71.10 682.2023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 1.86 2462.85 539.42 682.2024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 1.86 1712.92 375.17 682.2025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1.86 523.33 114.62 682.2026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 1.86 705.40 154.50 682.2027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 1.86 -259.13 56.76 682.2028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1.86 490.80 107.50 682.2029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 1.86 1402.97 307.28 682.2030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 1.86 653.04 143.03 682.2031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 1.86 1222.35 267.72 682.2032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 1.86 997.51 218.48 682.2033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 1.86 1099.92 240.91 682.2034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 1.86 968.54 212.13 682.2035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 1.86 1070.95 234.56 682.20

Net Ult Punch. AllLoad Stress Stress(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2 Platform Dead + Platform Live + -1.2N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1N/S Seismic + Seismic Vertical Component 7148.02 1142.12 1364.40

X Dim (mm) 5800.00Z Dim (mm) 6500.00

Thickness (mm) 900.00

Bottom Steel (Bot) 32 - 30 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 29 - 30 mm bars @ 200 mm o.c. (bot)

Top Steel (Bot) 32 - 20 mm bars @ 200 mm o.c. (top)Top Steel (Top) 29 - 20 mm bars @ 200 mm o.c. (top)

P U N C H I N G S H E A R " NODE 46, FDN TYPE 2 "

F O O T I N G D E S I G N I N F O R M A T I O N " NODE 46, FDN TYPE 2 "

M A X I M U M S H E A R - Z D I R E C T I O N " NODE 46, FDN TYPE 2 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 2)\Joint_46_(89%).m3d

9.1 Mat3D Output Node 46, FDN Type 2

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

X Dim (mm) 1200.00Z Dim (mm) 1200.00Height (mm) 2400.00

X Offset (mm) 2900.00Z Offset (mm) 0.00

Requested Reinft. Ratio 0.0018Provided Reinft. Ratio 0.0102Long Bar Size (mm) 24

Bars in X Dir 9Bars in Z Dir 9

Total Long Bars 32Tie Bar Size (mm) 10

Total No. of Ties 18Major Tie Spacing (mm) 140

P I E R / B A S E P L A T E D E S I G N I N F O R M A T I O N " NODE 46, FDN TYPE 2 "

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 3)\Joint_362_(87%).m3d

9.2 Mat3D Output Node 362, FDN Type 3DESIGN CODE ACI 318 - 2002

CONCRETE PARAMETERS:

Compressive Strength (N/sq mm) 30.00Unit Weight (kN/cu m) 23.50

REINFORCING STEEL PARAMETERS:

Yield Strength (N/sq mm) 500.00Unit Weight (kN/cu m) 77.00

Modulus of Elasticity (kN/sq mm) 200.00

SOIL PARAMETERS:

Allowable Net Bearing Capacity (kN/sq m) 225.00Unit Weight (kN/cu m) 18.63

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2300.00

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - Dead 654.38 -55.34 0.00 14.05 0.002 - Fireproofing 127.73 -7.26 0.00 3.27 0.003 - Piping Dead 521.72 -32.29 0.00 2.76 0.004 - Piping Contents 445.88 -33.15 0.00 2.70 0.005 - Piping Hydrotest Contents 39.57 -4.02 0.00 0.09 0.006 - Equip Dead 436.08 -0.64 0.00 0.17 0.007 - Equip Cont 22.40 -0.13 0.00 0.00 0.008 - Equip Hydrotest Contents 0.00 0.00 0.00 0.00 0.009 - Platform Dead 146.77 -3.59 0.00 -0.08 0.0010 - Platform Live 390.60 -1.94 0.00 0.06 0.0011 - N/S & E/W Piping Thermal Contents 958.75 -371.01 0.00 134.94 0.0012 - N/S & E/W Piping Friction Contents 174.05 -2.09 0.00 87.45 0.0013 - East Wind 370.95 -188.41 0.00 3.35 0.0014 - West Wind -372.64 183.47 0.00 -3.63 0.0015 - N/S Seismic 472.97 -2.63 0.00 241.27 0.0016 - E/W Seismic 592.18 -317.92 0.00 2.15 0.0017 - Seismic Vertical Component 136.16 -0.70 0.00 0.09 0.0018 - Upset 0.00 0.00 0.00 0.00 0.0019 - Crane Dead -2.97 1.05 0.00 -0.10 0.0020 - Crane Live Impact 0.00 0.00 0.00 0.00 0.00

A P P L I E D L O A D S " NODE 362, FDN TYPE 3 "

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 3)\Joint_362_(87%).m3d

9.2 Mat3D Output Node 362, FDN Type 3

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents 3878.36 -507.44 0.00 245.32 0.002 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents 1612.76 238.76 0.00 -199.46 0.003 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + East Wind 3858.71 -693.91 0.00 248.61 0.004 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + West Wind 3115.12 -322.03 0.00 241.63 0.005 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + East Wind 1593.11 52.29 0.00 -196.17 0.006 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + West Wind 849.52 424.17 0.00 -203.15 0.007 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 3914.15 -507.83 0.00 414.21 0.008 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 3997.60 -728.53 0.00 246.83 0.009 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 986.39 242.05 0.00 -368.35 0.0010 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 902.95 462.75 0.00 -200.96 0.0011 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75East Wind 4058.92 -648.26 0.00 247.82 0.0012 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75 West Wind 3501.23 -369.35 0.00 242.58 0.0013 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75East Wind 1793.32 97.94 0.00 -196.96 0.0014 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75 West Wind 1235.63 376.85 0.00 -202.20 0.0015 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525 N/S Seismic + 0.525Seismic Ver 4100.50 -508.70 0.00 372.02 0.0016 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525E/W Seismic + 0.525Seismic Vert 4163.09 -674.23 0.00 246.48 0.0017 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525 N/S Seismic + 0.525Seismi 1338.29 240.26 0.00 -326.09 0.0018 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525E/W Seismic + 0.525Seismic 1275.70 405.79 0.00 -200.56 0.0019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Ve 3565.38 -457.28 0.00 389.69 0.0020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Ver 3648.82 -677.98 0.00 222.30 0.0021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic 864.18 217.98 0.00 -348.39 0.0022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic 780.73 438.68 0.00 -181.01 0.0023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7 N/S Seismic + 0.7Seismic Vertical Component 2124.40 -91.54 0.00 187.11 0.0024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7E/W Seismic + 0.7Seismic Vertical Component 2207.85 -312.24 0.00 19.72 0.0025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7 N/S Seismic + 0.7Seismic Vertical Component 1462.25 -87.86 0.00 -150.67 0.0026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7E/W Seismic + 0.7Seismic Vertical Component 1378.80 132.85 0.00 16.71 0.0027 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + East Wind 2257.63 -287.53 0.00 23.52 0.0028 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + West Wind 1514.04 84.35 0.00 16.54 0.0029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + East Wind 1502.96 -247.88 0.00 15.45 0.0030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + West Wind 759.37 124.00 0.00 8.47 0.0031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7 N/S Seismic + -0.7Seismic Vertical Component 1367.78 -60.82 0.00 180.93 0.0032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7E/W Seismic + -0.7Seismic Vertical Component 1451.22 -281.53 0.00 13.54 0.0033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7 N/S Seismic + -0.7Seismic Vertical Component 705.62 -57.14 0.00 -156.85 0.0034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7E/W Seismic + -0.7Seismic Vertical Component 622.17 163.56 0.00 10.53 0.0035 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead 2394.53 -136.42 0.00 22.96 0.0036 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563East Wind 2603.38 -242.49 0.00 24.85 0.0037 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563 West Wind 2184.73 -33.13 0.00 20.92 0.0038 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563East Wind + Crane Dead + Crane Live Impact 2560.84 -237.42 0.00 24.66 0.0039 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563 West Wind + Crane Dead + Crane Live Impact 2142.19 -28.06 0.00 20.73 0.00

U N F A C T O R E D ( A L L O W A B L E ) L O A D C O M B I N A T I O N S " NODE 362, FDN TYPE 3 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 3)\Joint_362_(87%).m3d

9.2 Mat3D Output Node 362, FDN Type 3

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Axial Shear X Mom Z Shear Z Mom X(kN) (kN) (kN m) (kN) (kN m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 4882.86 -707.70 0.00 343.36 0.002 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 1711.02 336.98 0.00 -279.33 0.003 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 4810.27 -609.70 0.00 294.41 0.004 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 2091.55 285.74 0.00 -239.33 0.005 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 4778.83 -908.06 0.00 299.67 0.006 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3589.09 -313.05 0.00 288.50 0.007 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 2060.11 -12.62 0.00 -234.06 0.008 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 870.37 582.39 0.00 -245.23 0.009 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 4794.44 -609.93 0.00 535.67 0.0010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 4913.65 -925.22 0.00 296.55 0.0011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 1129.78 290.77 0.00 -480.60 0.0012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 1010.57 606.06 0.00 -241.48 0.0013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 5169.43 -910.00 0.00 299.73 0.0014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3979.69 -314.99 0.00 288.56 0.0015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 2450.71 -14.56 0.00 -234.00 0.0016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1260.97 580.45 0.00 -245.17 0.0017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + 5185.04 -611.87 0.00 535.73 0.0018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 5304.25 -927.16 0.00 296.61 0.0019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismi 1520.38 288.83 0.00 -480.54 0.0020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 1401.17 604.12 0.00 -241.42 0.0021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 3748.11 -458.28 0.00 462.09 0.0022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 3867.32 -773.57 0.00 222.97 0.0023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 763.13 218.56 0.00 -420.75 0.0024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 643.92 533.85 0.00 -181.63 0.0025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 2291.53 -390.66 0.00 23.51 0.0026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 1101.79 204.34 0.00 12.35 0.0027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 2034.82 -91.14 0.00 259.33 0.0028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 2154.03 -406.43 0.00 20.21 0.0029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 1088.88 -85.88 0.00 -223.21 0.0030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 969.67 229.41 0.00 15.91 0.0031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 3352.34 -190.99 0.00 32.14 0.0032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 3207.29 -333.27 0.00 30.57 0.0033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 2538.06 1.42 0.00 24.29 0.0034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 3156.24 -327.19 0.00 30.34 0.0035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 2487.01 7.50 0.00 24.06 0.00

F A C T O R E D ( U L T I M A T E ) L O A D C O M B I N A T I O N S " NODE 362, FDN TYPE 3 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 3)\Joint_362_(87%).m3d

9.2 Mat3D Output Node 362, FDN Type 3

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Max All S.R. S.R. AllPressure Pressure E/W N/S. S.R.(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents 278.07 355.75 19.35 9.36 1.502 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents 165.68 355.75 14.34 11.98 1.503 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + East Wind 300.02 355.75 19.03 6.82 1.504 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + West Wind 230.31 355.75 17.02 12.77 1.505 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + East Wind 142.43 355.75 14.49 54.37 1.506 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + West Wind 162.95 355.75 10.94 5.24 1.507 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Vertical Component 299.41 355.75 11.53 9.41 1.508 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Vertical Component 308.52 355.75 19.64 6.65 1.509 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic Vertical Component 165.46 355.75 6.35 9.66 1.5010 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic Vertical Component 169.05 355.75 11.29 4.90 1.5011 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75East Wind 301.11 355.75 19.76 7.56 1.5012 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.75 West Wind 248.83 355.75 18.27 12.00 1.5013 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75East Wind 154.58 355.75 15.28 30.73 1.5014 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + 0.75 West Wind 169.97 355.75 12.59 6.75 1.5015 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525 N/S Seismic + 0.525Seismic Ver 300.65 355.75 13.26 9.70 1.5016 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + N/S & E/W Piping Thermal Contents + N/S & E/W Piping Friction Contents + 0.525E/W Seismic + 0.525Seismic Vert 307.49 355.75 20.22 7.39 1.5017 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525 N/S Seismic + 0.525Seismi 171.86 355.75 8.07 10.95 1.5018 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.75Platform Live + -1 N/S & E/W Piping Thermal Contents + -1N/S & E/W Piping Friction Contents + -0.525E/W Seismic + 0.525Seismic 174.55 355.75 12.86 6.35 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7 N/S Seismic + 0.7Seismic Ve 272.92 355.75 11.12 9.48 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + 0.7E/W Seismic + 0.7Seismic Ver 282.03 355.75 19.81 6.50 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7 N/S Seismic + 0.7Seismic 150.16 355.75 5.98 9.56 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -0.7E/W Seismic + 0.7Seismic 153.75 355.75 11.13 4.59 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7 N/S Seismic + 0.7Seismic Vertical Component 157.58 355.75 16.75 34.24 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 0.7E/W Seismic + 0.7Seismic Vertical Component 166.69 355.75 162.46 10.26 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7 N/S Seismic + 0.7Seismic Vertical Component 130.91 355.75 17.14 29.39 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -0.7E/W Seismic + 0.7Seismic Vertical Component 117.55 355.75 150.38 18.92 1.5027 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + East Wind 171.86 355.75 144.42 11.81 1.5028 - Dead + Fireproofing + Piping Dead + Equip Dead + Platform Dead + West Wind 122.24 355.75 167.91 32.92 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + East Wind 117.16 355.75 139.90 8.72 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + West Wind 76.98 355.75 182.02 12.44 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7 N/S Seismic + -0.7Seismic Vertical Component 110.12 355.75 11.33 33.69 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + 0.7E/W Seismic + -0.7Seismic Vertical Component 119.23 355.75 156.43 7.53 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7 N/S Seismic + -0.7Seismic Vertical Component 84.91 355.75 9.55 26.20 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 0.6Equip Dead + 0.6Platform Dead + -0.7E/W Seismic + -0.7Seismic Vertical Component 77.40 355.75 135.54 8.73 1.5035 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead 158.33 355.75 152.92 25.74 1.5036 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563East Wind 178.10 355.75 148.31 15.20 1.5037 - Dead + Fireproofing + Piping Dead + Piping Contents + Piping Hydrotest Contents + Equip Dead + Equip Cont + Equip Hydrotest Contents + Platform Dead + 0.563 West Wind 138.85 355.75 159.50 100.71 1.5038 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563East Wind + Crane Dead + Crane Live Impact 176.06 355.75 148.02 15.37 1.5039 - Dead + Fireproofing + Piping Dead + Piping Contents + Equip Dead + Equip Cont + Platform Dead + 0.563 West Wind + Crane Dead + Crane Live Impact 136.82 355.75 159.25 117.64 1.50

B E A R I N G C A P A C I T Y / S T A B I L I T Y R A T IO " NODE 362, FDN TYPE 3 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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9.2 Mat3D Output Node 362, FDN Type 3

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

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J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Left Max Shear AllDist Shear Stress Stress(m) (kN) (kN/sq m) (kN/sq m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 1.54 1915.65 571.51 682.202 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 3.96 -758.26 226.21 682.203 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 1.54 1819.26 542.75 682.204 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 3.96 -822.71 245.44 682.205 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 2027.02 604.73 682.206 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1.54 1261.93 376.48 682.207 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 615.65 183.67 682.208 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -696.04 207.65 682.209 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 1.54 1815.00 541.48 682.2010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 1.54 2077.24 619.71 682.2011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 3.96 -557.01 166.18 682.2012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 3.96 -752.48 224.49 682.2013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 2137.82 637.79 682.2014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1.54 1372.73 409.53 682.2015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 726.45 216.73 682.2016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -804.02 239.87 682.2017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + 1.54 1925.79 574.53 682.2018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 1.54 2188.04 652.77 682.2019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismi 3.96 -664.99 198.39 682.2020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 3.96 -860.46 256.71 682.2021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 1.54 1404.50 419.01 682.2022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 1.54 1666.74 497.25 682.2023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 3.96 -394.53 117.70 682.2024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 3.96 -590.00 176.02 682.2025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 1.54 947.49 282.67 682.2026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 3.96 -479.05 142.92 682.2027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 1.54 658.18 196.36 682.2028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 1.54 920.43 274.60 682.2029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 1.54 389.45 116.19 682.2030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 3.96 -460.25 137.31 682.2031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 1.54 1111.95 331.73 682.2032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 1.54 1169.68 348.96 682.2033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 1.54 740.35 220.87 682.2034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 1.54 1150.97 343.38 682.2035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3.96 -731.50 218.23 682.20

M A X I M U M S H E A R - X D I R E C T I O N " NODE 362, FDN TYPE 3 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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9.2 Mat3D Output Node 362, FDN Type 3

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

Left Max Shear AllDist Shear Stress Stress(m) (kN) (kN/sq m) (kN/sq m)

1 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + 1.4 N/S & E/W Piping Thermal Contents + 1.4N/S & E/W Piping Friction Contents 3.96 -1651.19 492.61 682.202 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Platform Dead + -1.4 N/S & E/W Piping Thermal Contents + -1.4N/S & E/W Piping Friction Contents 1.54 716.41 213.73 682.203 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents 3.96 -1590.40 474.47 682.204 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.6Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents 1.54 789.02 235.39 682.205 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 3.96 -1585.42 472.99 682.206 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -1244.11 371.16 682.207 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 776.40 231.63 682.208 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1.54 451.30 134.64 682.209 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 3.96 -1761.09 525.40 682.2010 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 3.96 -1620.91 483.57 682.2011 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 1.54 694.80 207.28 682.2012 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 1.54 487.85 145.54 682.2013 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6East Wind 3.96 -1694.85 505.63 682.2014 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 3.96 -1353.55 403.81 682.2015 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6East Wind 1.54 885.74 264.25 682.2016 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + 1.6 West Wind 1.54 560.65 167.26 682.2017 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + N/S Seismic + 3.96 -1870.53 558.04 682.2018 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + 3.96 -1730.34 516.22 682.2019 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1 N/S Seismi 1.54 804.15 239.91 682.2020 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + -1.2 N/S & E/W Piping Thermal Contents + -1.2N/S & E/W Piping Friction Contents + -1E/W Seismic 1.54 597.20 178.16 682.2021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + N/S Seismic + Seismic Vertical 3.96 -1407.27 419.84 682.2022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + 0.9 N/S & E/W Piping Thermal Contents + 0.9N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical 3.96 -1267.08 378.02 682.2023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1 N/S Seismic + Seismic Vert 1.54 541.29 161.49 682.2024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Piping Contents + 0.9Equip Dead + 0.9Equip Cont + 0.9Platform Dead + -0.9 N/S & E/W Piping Thermal Contents + -0.9N/S & E/W Piping Friction Contents + -1E/W Seismic + Seismic Verti 1.54 334.33 99.74 682.2025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6East Wind 3.96 -680.99 203.16 682.2026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + 1.6 West Wind 3.96 -339.68 101.34 682.2027 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + N/S Seismic + -1Seismic Vertical Component 3.96 -780.27 232.78 682.2028 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + E/W Seismic + -1Seismic Vertical Component 3.96 -640.09 190.96 682.2029 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1 N/S Seismic + -1Seismic Vertical Component 1.54 489.13 145.92 682.2030 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 0.9Equip Dead + 0.9Platform Dead + -1E/W Seismic + -1Seismic Vertical Component 3.96 -305.27 91.07 682.2031 - 1.4Dead + 1.4Fireproofing + 1.4 Piping Dead + 1.4Piping Contents + 1.4Piping Hydrotest Contents + 1.4Equip Dead + 1.4Equip Cont + 1.4Equip Hydrotest Contents + 1.4Platform Dead 3.96 -996.65 297.34 682.2032 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9East Wind 3.96 -949.96 283.41 682.2033 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Piping Hydrotest Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Equip Hydrotest Contents + 1.2Platform Dead + 0.9 West Wind 3.96 -757.98 226.13 682.2034 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9East Wind + 1.2Crane Dead + 1.2Crane Live Impact 3.96 -935.50 279.09 682.2035 - 1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + 0.9 West Wind + 1.2Crane Dead + 1.2Crane Live Impact 3.96 -743.52 221.82 682.20

Net Ult Punch. AllLoad Stress Stress(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2Piping Contents + 1.2Equip Dead + 1.2Equip Cont + 1.2Platform Dead + Platform Live + 1.2 N/S & E/W Piping Thermal Contents + 1.2N/S & E/W Piping Friction Contents + E/W Seismic + Seismic Vertical Component 4599.39 1042.53 1364.40

X Dim (mm) 5500.00Z Dim (mm) 5500.00

Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)

Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

P U N C H I N G S H E A R " NODE 362, FDN TYPE 3 "

F O O T I N G D E S I G N I N F O R M A T I O N " NODE 362, FDN TYPE 3 "

M A X I M U M S H E A R - Z D I R E C T I O N " NODE 362, FDN TYPE 3 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New files\ABK\ABK-SEC2_(FDN TYPE 3)\Joint_362_(87%).m3d

9.2 Mat3D Output Node 362, FDN Type 3

N O. 0 1 2 3 4

PA GE OF D A T E Nov-06PR OJEC T N O. B Y JRVC LIEN T : C HEC K JGGLOC A T ION : R EV IEW

SU B JEC T : A PPR OV E

REV

ISIO

NS

J6379GASSI TOUIL LNG PROJECTARZEW, ALGERIAMat3D Output Pipe rack ABK-SEC2

X Dim (mm) 1200.00Z Dim (mm) 1200.00Height (mm) 2600.00

X Offset (mm) 2750.00Z Offset (mm) 0.00

Requested Reinft. Ratio 0.0018Provided Reinft. Ratio 0.0071Long Bar Size (mm) 20

Bars in X Dir 9Bars in Z Dir 9

Total Long Bars 32Tie Bar Size (mm) 10

Total No. of Ties 19Major Tie Spacing (mm) 140

P I E R / B A S E P L A T E D E S I G N I N F O R M A T I O N " NODE 362, FDN TYPE 3 "

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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51

JOB NO: PAGE 51 OFCLIENT: DATE Nov-06LOCATION: BY JRV

CHECK JGG

FDN. Type 1 PagesMat3D Output for node 45 52 - 54

Mat3D Output for node 89 55 - 57

Mat3D Output for node 133 58 - 60

Mat3D Output for node 134 61 - 63

Mat3D Output for node 292 64 - 66

Mat3D Output for node 358 67 - 69

Mat3D Output for node 360 70 - 72

Mat3D Output for node 420 73 - 75

Mat3D Output for node 422 76 - 78

FDN. Type 2Mat3D Output for node 47 79 - 81

Mat3D Output for node 90 82 - 84

Mat3D Output for node 91 85 - 87

FDN. Type 3Mat3D Output for node 135 88 - 90

Mat3D Output for node 296 91 - 93

Mat3D Output for node 424 94 - 96

10. ATTACHMENTS

J6379 96RGS

REVISIONS

NO. 0 1

Arzew, Algeria

CALCULATION NUMBER 6379 - C40 - CV - ABK300

CIVIL ENGINEERING CALCULATION COVER SHEET

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 98.91 337.08 9.84 107.87 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 188.47 337.08 11.24 389.84 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 87.41 337.08 7.50 39.57 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 95.43 337.08 9.40 277.12 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 172.56 337.08 10.38 309.46 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 188.58 337.08 11.12 109.63 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 86.48 337.08 3.02 64.05 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 89.61 337.08 7.81 34.15 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 228.22 337.08 8.68 438.15 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 194.34 337.08 11.39 99.74 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 94.35 337.08 8.71 51.66 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 99.24 337.08 10.20 100.00 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 180.56 337.08 10.86 599.47 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 193.10 337.08 11.40 138.98 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 93.64 337.08 4.43 80.82 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 96.00 337.08 8.97 45.17 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 222.83 337.08 9.35 446.61 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 197.42 337.08 11.60 126.54 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 77.75 337.08 2.70 60.26 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 80.53 337.08 7.74 31.67 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 210.28 337.08 8.54 447.94 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 176.40 337.08 11.46 92.94 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 70.73 337.08 12.85 100.00 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 84.72 337.08 42.55 64.55 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 135.01 337.08 13.25 100.00 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 100.91 337.08 44.37 87.48 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 91.48 337.08 44.18 92.79 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 104.71 337.08 44.49 111.31 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 53.11 337.08 44.79 54.57 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 66.51 337.08 45.17 67.40 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 39.94 337.08 4.64 730.80 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 49.26 337.08 41.43 37.00 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 99.61 337.08 10.18 100.00 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 65.57 337.08 44.54 54.73 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 116.07 337.08 31.85 734.67 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 113.56 337.08 31.75 167.92 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 120.39 337.08 32.42 286.93 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 108.25 337.08 39.08 166.42 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 115.16 337.08 39.51 268.71 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 4440.65 1006.54 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 179.17 337.08 10.58 139.67 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 106.20 337.08 10.83 103.09 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 165.79 337.08 9.65 70.53 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 173.81 337.08 10.41 100.00 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 89.89 337.08 8.54 100.00 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 106.64 337.08 10.49 46.25 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 219.24 337.08 8.19 167.45 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 168.03 337.08 9.78 60.18 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 93.98 337.08 3.49 62.06 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 111.79 337.08 11.26 43.94 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 173.77 337.08 10.15 83.72 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 179.93 337.08 10.70 459.08 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 98.04 337.08 9.77 350.21 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 110.53 337.08 11.29 57.16 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 213.86 337.08 8.82 163.03 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 175.45 337.08 10.24 73.08 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 101.03 337.08 4.98 78.76 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 114.39 337.08 11.88 54.12 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 202.25 337.08 8.05 171.26 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 151.04 337.08 9.75 56.58 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 84.16 337.08 3.15 58.91 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 101.97 337.08 11.47 41.91 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 134.64 337.08 13.07 100.00 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 83.48 337.08 44.08 66.37 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 70.12 337.08 12.27 100.00 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 100.30 337.08 43.54 85.50 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 90.72 337.08 42.61 101.54 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 104.10 337.08 43.08 110.35 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 52.78 337.08 41.83 58.97 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 66.25 337.08 42.73 67.94 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 99.52 337.08 10.03 100.00 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 48.34 337.08 44.01 37.64 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 39.59 337.08 4.40 609.84 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 65.22 337.08 43.19 53.99 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 112.17 337.08 31.80 100.00 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 110.09 337.08 31.23 192.36 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 117.27 337.08 31.92 248.50 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 106.23 337.08 38.98 193.02 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 113.48 337.08 39.41 238.12 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 4106.32 930.76 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 112.17 337.08 100.00 106.50 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 126.26 337.08 100.00 131.75 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 100.09 337.08 100.00 52.21 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 106.72 337.08 100.00 714.08 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 109.44 337.08 100.00 733.71 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 126.06 337.08 100.00 66.55 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 106.62 337.08 100.00 103.24 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 102.21 337.08 100.00 46.58 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 120.89 337.08 100.00 123.11 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 131.65 337.08 100.00 62.29 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 107.44 337.08 100.00 63.06 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 112.42 337.08 100.00 294.00 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 117.91 337.08 100.00 349.11 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 130.38 337.08 100.00 79.37 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 112.34 337.08 100.00 107.18 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 109.03 337.08 100.00 57.14 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 126.50 337.08 100.00 131.23 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 134.57 337.08 100.00 74.52 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 96.27 337.08 100.00 103.58 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 91.86 337.08 100.00 43.84 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 109.12 337.08 100.00 123.48 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 119.87 337.08 100.00 59.42 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 85.81 337.08 100.00 100.00 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 81.42 337.08 100.00 73.51 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 85.86 337.08 100.00 100.00 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 96.60 337.08 100.00 88.79 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 88.48 337.08 100.00 105.42 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 100.21 337.08 100.00 115.19 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 51.72 337.08 100.00 60.57 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 63.46 337.08 100.00 71.63 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 51.96 337.08 100.00 100.00 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 47.56 337.08 100.00 41.80 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 52.01 337.08 100.00 100.00 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 62.76 337.08 100.00 56.49 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 111.52 337.08 100.00 100.00 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 109.65 337.08 100.00 228.60 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 116.17 337.08 100.00 247.70 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 105.78 337.08 100.00 228.25 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 112.39 337.08 100.00 231.43 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 2928.25 663.73 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 154.71 337.08 100.00 39.22 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 180.08 337.08 100.00 19.29 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 152.17 337.08 100.00 13.65 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 145.43 337.08 100.00 74.13 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 144.71 337.08 100.00 52.49 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 192.79 337.08 100.00 11.14 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 146.03 337.08 100.00 38.03 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 158.38 337.08 100.00 12.80 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 171.99 337.08 100.00 18.01 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 198.44 337.08 100.00 10.54 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 158.73 337.08 100.00 17.30 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 147.87 337.08 100.00 327.67 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 159.16 337.08 100.00 37.55 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 195.22 337.08 100.00 13.01 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 154.12 337.08 100.00 39.38 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 163.38 337.08 100.00 16.25 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 179.63 337.08 100.00 19.15 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 199.46 337.08 100.00 12.39 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 131.74 337.08 100.00 38.13 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 144.09 337.08 100.00 11.90 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 155.11 337.08 100.00 18.05 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 181.55 337.08 100.00 10.12 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 111.04 337.08 100.00 63.87 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 113.43 337.08 100.00 20.60 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 111.01 337.08 100.00 63.77 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 137.45 337.08 100.00 13.91 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 118.11 337.08 100.00 28.64 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 143.79 337.08 100.00 16.73 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 74.58 337.08 100.00 13.69 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 95.85 337.08 100.00 11.63 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 68.77 337.08 100.00 59.54 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 74.53 337.08 100.00 10.89 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 68.74 337.08 100.00 59.40 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 95.18 337.08 100.00 9.58 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 149.86 337.08 100.00 60.54 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 140.94 337.08 100.00 177.76 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 163.33 337.08 100.00 27.10 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 136.30 337.08 100.00 191.55 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 159.16 337.08 100.00 25.91 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 3938.08 892.63 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 106.31 337.08 100.00 73.57 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 125.27 337.08 100.00 78.87 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 94.50 337.08 100.00 40.89 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 100.80 337.08 100.00 170.75 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 108.87 337.08 100.00 139.18 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 124.61 337.08 100.00 50.29 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 100.83 337.08 100.00 69.24 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 96.53 337.08 100.00 37.25 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 119.95 337.08 100.00 74.97 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 130.26 337.08 100.00 48.26 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 101.73 337.08 100.00 48.84 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 106.46 337.08 100.00 132.96 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 117.25 337.08 100.00 119.65 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 129.05 337.08 100.00 57.43 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 106.48 337.08 100.00 73.35 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 103.26 337.08 100.00 45.10 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 125.56 337.08 100.00 78.78 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 133.29 337.08 100.00 55.27 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 91.05 337.08 100.00 69.44 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 86.76 337.08 100.00 35.39 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 108.28 337.08 100.00 75.17 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 118.59 337.08 100.00 46.66 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 83.42 337.08 100.00 100.00 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 79.00 337.08 100.00 79.14 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 83.58 337.08 100.00 100.00 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 94.06 337.08 100.00 85.81 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 85.88 337.08 100.00 117.84 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 97.35 337.08 100.00 109.93 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 50.23 337.08 100.00 65.54 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 61.57 337.08 100.00 70.31 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 50.35 337.08 100.00 100.00 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 45.98 337.08 100.00 44.11 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 50.51 337.08 100.00 100.00 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 60.95 337.08 100.00 55.33 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 106.25 337.08 100.00 100.00 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 104.16 337.08 100.00 298.96 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 110.95 337.08 100.00 202.29 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 100.81 337.08 100.00 281.72 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 107.55 337.08 100.00 199.41 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 2830.08 641.48 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 106.45 337.08 100.00 66.38 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 129.32 337.08 100.00 78.92 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 94.90 337.08 100.00 39.17 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 100.80 337.08 100.00 128.64 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 113.47 337.08 100.00 128.64 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 128.28 337.08 100.00 51.66 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 101.07 337.08 100.00 62.71 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 96.88 337.08 100.00 35.67 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 124.06 337.08 100.00 74.96 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 134.05 337.08 100.00 49.39 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 102.04 337.08 100.00 46.19 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 106.47 337.08 100.00 107.83 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 121.67 337.08 100.00 114.18 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 132.78 337.08 100.00 58.70 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 106.67 337.08 100.00 66.26 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 103.52 337.08 100.00 42.70 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 129.61 337.08 100.00 78.76 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 137.10 337.08 100.00 56.33 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 91.27 337.08 100.00 62.89 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 87.08 337.08 100.00 34.02 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 111.97 337.08 100.00 75.15 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 121.97 337.08 100.00 47.82 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 84.40 337.08 100.00 100.00 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 80.15 337.08 100.00 81.56 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 84.49 337.08 100.00 100.00 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 94.59 337.08 100.00 91.28 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 87.20 337.08 100.00 123.39 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 97.87 337.08 100.00 120.09 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 51.10 337.08 100.00 69.72 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 61.69 337.08 100.00 75.87 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 51.01 337.08 100.00 100.00 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 46.79 337.08 100.00 45.98 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 51.11 337.08 100.00 100.00 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 61.19 337.08 100.00 58.43 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 106.55 337.08 100.00 100.00 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 104.79 337.08 100.00 266.52 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 110.79 337.08 100.00 244.71 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 102.95 337.08 100.00 272.16 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 109.04 337.08 100.00 233.05 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 2947.51 668.10 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 216.01 337.08 14.30 21.40 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 202.89 337.08 21.75 11.63 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 211.29 337.08 12.95 11.26 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 196.56 337.08 14.04 61.10 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 169.66 337.08 18.10 16.96 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 213.63 337.08 20.78 8.09 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 234.41 337.08 10.06 21.73 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 218.06 337.08 13.11 10.75 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 198.64 337.08 10.41 9.97 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 219.50 337.08 21.07 7.77 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 218.62 337.08 13.71 13.46 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 207.58 337.08 14.51 43.00 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 183.52 337.08 20.12 15.73 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 216.50 337.08 22.21 9.13 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 235.96 337.08 11.17 22.43 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 223.70 337.08 13.82 12.90 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 205.26 337.08 12.85 10.85 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 220.90 337.08 22.43 8.82 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 214.03 337.08 9.81 21.94 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 197.69 337.08 13.07 10.21 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 179.46 337.08 9.86 9.89 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 200.32 337.08 21.26 7.56 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 144.91 337.08 17.58 67.68 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 117.99 337.08 63.23 24.07 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 111.97 337.08 26.78 52.15 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 142.53 337.08 70.75 14.70 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 122.73 337.08 67.04 35.57 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 149.55 337.08 67.81 17.81 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 76.68 337.08 66.91 16.16 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 98.69 337.08 68.17 12.56 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 100.19 337.08 12.69 67.26 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 76.87 337.08 61.36 12.47 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 70.98 337.08 13.03 44.22 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 97.81 337.08 73.61 10.21 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 156.40 337.08 68.22 58.30 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 145.98 337.08 68.17 349.04 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 169.01 337.08 68.48 28.14 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 143.83 337.08 68.35 452.68 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 167.43 337.08 68.65 27.30 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 4254.45 964.34 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 89.01 337.08 100.00 60.39 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 113.92 337.08 100.00 83.84 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 81.74 337.08 100.00 39.86 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 87.46 337.08 100.00 107.74 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 103.63 337.08 100.00 125.11 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 116.06 337.08 100.00 57.25 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 87.93 337.08 100.00 60.69 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 83.77 337.08 100.00 35.83 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 113.05 337.08 100.00 80.59 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 121.87 337.08 100.00 54.23 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 85.72 337.08 100.00 44.71 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 90.01 337.08 100.00 90.89 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 108.27 337.08 100.00 114.76 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 117.59 337.08 100.00 63.91 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 90.36 337.08 100.00 61.46 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 87.24 337.08 100.00 40.96 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 115.34 337.08 100.00 83.91 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 121.95 337.08 100.00 60.85 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 79.46 337.08 100.00 60.92 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 75.30 337.08 100.00 34.28 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 102.07 337.08 100.00 80.78 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 110.89 337.08 100.00 52.58 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 74.63 337.08 100.00 100.00 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 70.52 337.08 100.00 86.05 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 74.66 337.08 100.00 100.00 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 83.48 337.08 100.00 104.17 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 76.43 337.08 100.00 137.88 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 85.60 337.08 100.00 145.91 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 44.67 337.08 100.00 79.90 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 53.87 337.08 100.00 90.11 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 44.38 337.08 100.00 100.00 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 40.27 337.08 100.00 47.81 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 44.41 337.08 100.00 100.00 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 53.23 337.08 100.00 65.40 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 94.01 337.08 100.00 100.00 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 92.38 337.08 100.00 291.62 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 97.50 337.08 100.00 306.02 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 91.57 337.08 100.00 291.11 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 96.70 337.08 100.00 301.35 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 2476.69 561.38 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 2000.00Minimum Soil Cover (mm) 1300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 143.16 337.08 100.00 11.12 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 198.50 337.08 100.00 10.70 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 142.25 337.08 100.00 6.32 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 128.98 337.08 100.00 25.00 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 166.89 337.08 100.00 14.81 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 217.51 337.08 100.00 7.87 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 140.80 337.08 100.00 11.14 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 150.41 337.08 100.00 6.04 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 197.97 337.08 100.00 10.37 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 228.45 337.08 100.00 7.63 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 146.34 337.08 100.00 7.39 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 136.39 337.08 100.00 19.34 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 177.96 337.08 100.00 13.90 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 215.93 337.08 100.00 8.66 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 145.25 337.08 100.00 11.36 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 152.46 337.08 100.00 7.08 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 201.28 337.08 100.00 10.77 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 224.13 337.08 100.00 8.42 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 127.25 337.08 100.00 11.20 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 136.87 337.08 100.00 5.75 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 178.76 337.08 100.00 10.40 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 209.23 337.08 100.00 7.45 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 105.66 337.08 100.00 60.12 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 105.23 337.08 100.00 18.02 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 106.39 337.08 100.00 55.64 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 136.87 337.08 100.00 13.11 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 107.09 337.08 100.00 28.17 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 137.11 337.08 100.00 16.01 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 66.98 337.08 100.00 12.95 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 92.40 337.08 100.00 11.33 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 61.25 337.08 100.00 55.13 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 64.54 337.08 100.00 8.47 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 61.97 337.08 100.00 48.91 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 92.45 337.08 100.00 8.74 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 135.08 337.08 100.00 52.76 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 124.38 337.08 100.00 208.55 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 149.35 337.08 100.00 24.62 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 123.43 337.08 100.00 214.30 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 148.52 337.08 100.00 24.37 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 4159.83 942.89 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

hbad648
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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2100.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 159.04 355.75 11.61 11.16 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 210.40 355.75 18.37 120.65 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 180.54 355.75 11.49 6.50 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 118.49 355.75 9.52 32.75 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 231.00 355.75 18.73 21.51 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 202.33 355.75 16.10 29.72 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 134.82 355.75 3.67 6.45 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 185.93 355.75 11.99 6.44 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 262.48 355.75 12.50 144.39 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 206.39 355.75 16.38 25.30 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 180.17 355.75 12.07 7.56 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 133.63 355.75 10.61 21.74 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 230.91 355.75 19.13 27.52 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 206.83 355.75 17.14 47.22 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 145.33 355.75 5.26 8.12 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 184.21 355.75 12.44 7.47 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 254.52 355.75 13.77 135.76 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 209.87 355.75 17.36 39.35 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 120.92 355.75 3.26 6.02 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 171.03 355.75 12.15 6.22 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 242.45 355.75 12.20 146.40 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 187.17 355.75 16.27 22.15 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 98.60 355.75 10.43 20.83 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 152.67 355.75 320.84 10.76 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 178.27 355.75 19.52 41.55 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 109.84 355.75 200.67 22.75 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 159.68 355.75 377.58 11.83 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 116.41 355.75 173.76 37.15 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 108.10 355.75 539.53 8.72 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 73.88 355.75 140.61 13.64 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 55.69 355.75 4.29 13.37 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 108.87 355.75 352.00 7.96 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 134.48 355.75 14.44 44.73 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 72.89 355.75 168.64 10.44 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 147.74 355.75 417.59 24.65 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 165.04 355.75 571.44 14.85 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 131.03 355.75 317.59 79.38 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 164.82 355.75 546.93 15.00 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 130.82 355.75 309.21 84.41 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5800.00Z Dim (mm) 6500.00Thickness (mm) 900.00

Bottom Steel (Bot) 32 - 30 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 29 - 30 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 32 - 20 mm bars @ 200 mm o.c. (top)Top Steel (Top) 29 - 20 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 6411.68 1024.47 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2100.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 246.38 355.75 11.66 53.06 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 140.17 355.75 9.34 11.95 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 246.73 355.75 10.99 17.51 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 241.72 355.75 11.67 66.37 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 106.39 355.75 7.18 58.60 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 157.79 355.75 8.97 6.33 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 297.82 355.75 9.31 68.16 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 254.09 355.75 11.03 16.27 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 124.58 355.75 2.59 6.11 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 162.48 355.75 9.04 5.95 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 252.02 355.75 11.34 21.77 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 242.64 355.75 11.84 164.47 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 118.87 355.75 8.31 29.70 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 157.41 355.75 9.72 7.60 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 290.34 355.75 9.89 64.47 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 257.54 355.75 11.37 20.32 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 128.52 355.75 3.98 8.29 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 160.93 355.75 9.77 7.20 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 274.26 355.75 9.17 70.11 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 230.52 355.75 11.00 15.09 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 115.50 355.75 2.26 5.61 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 149.27 355.75 9.15 5.70 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 178.98 355.75 14.54 78.42 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 124.24 355.75 43.73 17.62 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 89.17 355.75 13.11 49.67 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 146.41 355.75 48.53 12.64 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 128.63 355.75 47.66 23.79 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 154.89 355.75 46.83 15.36 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 81.62 355.75 48.24 11.78 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 103.60 355.75 46.80 10.53 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 134.83 355.75 11.60 81.11 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 83.39 355.75 44.11 9.70 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 50.54 355.75 4.75 34.97 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 102.26 355.75 52.06 8.72 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 146.76 355.75 43.88 63.38 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 140.56 355.75 44.11 85.60 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 161.77 355.75 43.95 24.33 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 137.67 355.75 44.27 86.82 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 159.18 355.75 44.10 23.67 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5800.00Z Dim (mm) 6500.00Thickness (mm) 900.00

Bottom Steel (Bot) 32 - 30 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 29 - 30 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 32 - 20 mm bars @ 200 mm o.c. (top)Top Steel (Top) 29 - 20 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 6791.56 1085.17 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 1 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2100.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 252.90 355.75 18.72 17.59 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 118.25 355.75 10.75 98.98 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 274.59 355.75 18.67 11.19 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 211.33 355.75 16.85 39.87 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 133.60 355.75 11.20 16.96 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 117.02 355.75 8.06 9.20 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 304.06 355.75 12.85 20.87 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 279.94 355.75 19.06 10.72 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 94.82 355.75 2.95 45.70 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 122.66 355.75 8.46 8.33 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 274.17 355.75 19.15 12.54 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 226.73 355.75 17.80 30.02 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 133.41 355.75 11.66 24.53 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 121.86 355.75 9.28 13.71 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 296.27 355.75 14.13 20.33 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 278.18 355.75 19.45 12.09 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 105.16 355.75 4.50 68.76 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 126.09 355.75 9.59 12.30 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 279.77 355.75 12.54 21.31 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 255.65 355.75 19.20 10.33 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 84.70 355.75 2.57 42.13 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 111.74 355.75 8.33 7.48 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 176.75 355.75 18.86 46.60 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 152.63 355.75 169.22 11.08 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 97.80 355.75 10.80 21.25 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 109.70 355.75 164.51 21.84 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 160.13 355.75 150.24 12.69 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 114.25 355.75 186.59 35.86 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 108.76 355.75 143.65 9.40 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 71.32 355.75 210.66 13.38 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 133.13 355.75 14.06 51.52 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 109.01 355.75 162.04 8.18 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 55.46 355.75 4.42 13.40 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 72.49 355.75 152.10 10.19 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 148.27 355.75 148.59 27.34 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 166.12 355.75 143.28 16.26 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 130.50 355.75 156.13 104.83 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 165.35 355.75 144.44 16.34 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 129.74 355.75 157.72 111.05 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5800.00Z Dim (mm) 6500.00Thickness (mm) 900.00

Bottom Steel (Bot) 32 - 30 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 29 - 30 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 32 - 20 mm bars @ 200 mm o.c. (top)Top Steel (Top) 29 - 20 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 6912.44 1104.48 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 3 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 201.21 355.75 100.00 10.84 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 139.70 355.75 100.00 46.11 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 226.08 355.75 100.00 7.02 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 151.67 355.75 100.00 21.22 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 147.51 355.75 100.00 25.47 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 139.80 355.75 100.00 9.58 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 192.28 355.75 100.00 10.42 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 234.04 355.75 100.00 6.80 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 131.06 355.75 100.00 39.93 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 146.58 355.75 100.00 8.63 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 226.16 355.75 100.00 7.95 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 170.36 355.75 100.00 17.19 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 147.59 355.75 100.00 41.94 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 145.42 355.75 100.00 13.27 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 200.81 355.75 100.00 10.86 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 232.13 355.75 100.00 7.72 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 138.87 355.75 100.00 45.03 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 150.51 355.75 100.00 11.97 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 173.42 355.75 100.00 10.44 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 215.18 355.75 100.00 6.59 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 118.22 355.75 100.00 40.04 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 133.74 355.75 100.00 7.88 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 122.64 355.75 100.00 29.28 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 164.40 355.75 100.00 9.32 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 121.68 355.75 100.00 29.07 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 114.43 355.75 100.00 16.89 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 169.66 355.75 100.00 10.63 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 118.35 355.75 100.00 27.75 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 116.79 355.75 100.00 7.85 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 75.57 355.75 100.00 10.66 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 76.60 355.75 100.00 27.50 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 118.36 355.75 100.00 6.82 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 75.63 355.75 100.00 27.18 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 76.12 355.75 100.00 7.81 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 150.59 355.75 100.00 23.97 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 171.69 355.75 100.00 13.79 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 129.80 355.75 100.00 120.62 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 174.25 355.75 100.00 14.27 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 132.36 355.75 100.00 141.66 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 3602.71 816.61 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 3 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 223.14 355.75 16.79 8.05 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 188.05 355.75 14.59 16.32 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 246.37 355.75 16.44 5.58 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 174.60 355.75 14.04 11.66 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 163.56 355.75 14.75 278.19 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 186.33 355.75 11.74 6.89 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 222.94 355.75 8.07 6.89 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 254.73 355.75 17.13 5.48 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 209.43 355.75 8.55 16.27 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 192.15 355.75 12.02 6.41 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 247.03 355.75 17.29 6.31 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 193.20 355.75 15.52 10.84 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 176.08 355.75 15.39 58.52 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 193.16 355.75 13.12 8.75 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 229.46 355.75 9.92 7.53 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 253.30 355.75 17.82 6.20 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 210.48 355.75 9.97 17.09 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 197.52 355.75 13.33 8.20 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 201.92 355.75 7.64 6.84 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 233.70 355.75 17.34 5.35 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 191.91 355.75 8.26 16.44 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 174.62 355.75 11.88 5.99 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 126.78 355.75 15.47 29.12 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 160.57 355.75 366.87 9.84 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 150.23 355.75 16.84 36.98 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 113.59 355.75 219.23 16.22 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 164.69 355.75 432.68 11.25 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 118.52 355.75 188.76 26.13 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 112.98 355.75 633.96 8.22 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 75.54 355.75 150.02 10.61 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 82.37 355.75 8.73 25.28 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 115.36 355.75 403.04 7.16 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 105.02 355.75 11.20 37.14 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 75.15 355.75 178.05 7.65 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 141.95 355.75 381.79 27.29 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 161.89 355.75 508.37 14.75 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 122.35 355.75 294.54 345.10 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 161.90 355.75 495.80 14.66 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 122.35 355.75 289.63 302.23 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 3158.85 716.00 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 1 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

Filename: K:\MecCE\Working\R.Valderrama\Calculations\Piperack_Foundations\Mat3D_Calculation\New file

DETAIL REPORT

PROJECT INFORMATION

Project Name: Gassi Touil LNG ProjectProject Number: J6379Client: RGS (Repsol YPF/ Gas Natural/ Sonatrach)Project Location Arzew, AlgeriaFoundation Description FDN. TYPE 3 FOR PIPE RACK_ ABK-SEC2

DESIGN CODE ACI 318 - 2002 INPUT UNITS SI OUTPUT UNITS SI

CONCRETE PARAMETERS: PILE PARAMETERS:

Compressive Strength (N/sq mm) 30.00 Diameter (mm) 0Unit Weight (kN/cu m) 23.50 Type Drilled Shaft

REINFORCING STEEL PARAMETERS: REBAR PARAMETERS:

Yield Strength (N/sq mm) 500.00 Max Long Bar Size 30Unit Weight (kN/cu m) 77.00 Min Long Bar Size 20Modulus of Elasticity (kN/sq mm) 200.00 Max Tie Bar Size 12

Min Tie Bar Size 10SOIL PARAMETERS: Max Ftg Bar Size 36

Min Ftg Bar Size 16Allowable Net Bearing Capacity (kN/sq m) 225.00 Temp & Shrinkage Steel 0.0018Unit Weight (kN/cu m) 18.63 Ratio

MINIMUM FOUNDATION CRITERIA:

Depth of Footing Below Grade (mm) 3000.00Minimum Soil Cover (mm) 2300.00

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 5 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

BEARING CAPACITY/STABILITY RATIO

Load Max All S.R. S.R. All RemComb Pressure Pressure E/W N/S. S.R.

(kN/sq m) (kN/sq m)

1 - Dead + Fireproofing + Piping Dead + Piping Co 231.04 355.75 100.00 6.93 1.502 - Dead + Fireproofing + Piping Dead + Piping Co 132.96 355.75 100.00 7.97 1.503 - Dead + Fireproofing + Piping Dead + Piping Co 258.23 355.75 100.00 5.45 1.504 - Dead + Fireproofing + Piping Dead + Piping Co 185.73 355.75 100.00 9.16 1.505 - Dead + Fireproofing + Piping Dead + Piping Co 116.39 355.75 100.00 21.10 1.506 - Dead + Fireproofing + Piping Dead + Piping Co 135.58 355.75 100.00 3.74 1.507 - Dead + Fireproofing + Piping Dead + Piping Co 226.43 355.75 100.00 6.85 1.508 - Dead + Fireproofing + Piping Dead + Piping Co 270.94 355.75 100.00 5.31 1.509 - Dead + Fireproofing + Piping Dead + Piping Co 130.15 355.75 100.00 7.32 1.5010 - Dead + Fireproofing + Piping Dead + Piping C 143.31 355.75 100.00 3.45 1.5011 - Dead + Fireproofing + Piping Dead + Piping C 255.98 355.75 100.00 5.85 1.5012 - Dead + Fireproofing + Piping Dead + Piping C 201.61 355.75 100.00 8.54 1.5013 - Dead + Fireproofing + Piping Dead + Piping C 123.95 355.75 100.00 16.17 1.5014 - Dead + Fireproofing + Piping Dead + Piping C 138.34 355.75 100.00 4.72 1.5015 - Dead + Fireproofing + Piping Dead + Piping C 232.13 355.75 100.00 6.99 1.5016 - Dead + Fireproofing + Piping Dead + Piping C 265.52 355.75 100.00 5.72 1.5017 - Dead + Fireproofing + Piping Dead + Piping C 134.27 355.75 100.00 7.92 1.5018 - Dead + Fireproofing + Piping Dead + Piping C 144.14 355.75 100.00 4.39 1.5019 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 204.24 355.75 100.00 6.87 1.5020 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 248.75 355.75 100.00 5.21 1.5021 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 117.54 355.75 100.00 7.35 1.5022 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 130.70 355.75 100.00 3.23 1.5023 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 112.69 355.75 100.00 27.95 1.5024 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 157.21 355.75 100.00 8.86 1.5025 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 111.59 355.75 100.00 29.45 1.5026 - 0.9Dead + 0.9Fireproofing + 0.9 Piping Dead + 104.12 355.75 100.00 13.87 1.5027 - Dead + Fireproofing + Piping Dead + Equip D 156.51 355.75 100.00 10.48 1.5028 - Dead + Fireproofing + Piping Dead + Equip D 106.04 355.75 100.00 25.88 1.5029 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 108.42 355.75 100.00 7.81 1.5030 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 67.41 355.75 100.00 9.84 1.5031 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 68.76 355.75 100.00 24.83 1.5032 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 113.27 355.75 100.00 6.37 1.5033 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 67.66 355.75 100.00 26.83 1.5034 - 0.6Dead + 0.6Fireproofing + 0.6 Piping Dead + 67.21 355.75 100.00 6.15 1.5035 - Dead + Fireproofing + Piping Dead + Piping C 137.81 355.75 100.00 23.63 1.5036 - Dead + Fireproofing + Piping Dead + Piping C 158.24 355.75 100.00 13.67 1.5037 - Dead + Fireproofing + Piping Dead + Piping C 117.42 355.75 100.00 128.99 1.5038 - Dead + Fireproofing + Piping Dead + Piping C 156.73 355.75 100.00 13.57 1.5039 - Dead + Fireproofing + Piping Dead + Piping C 115.91 355.75 100.00 132.81 1.50

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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Page 6 of 11

Dimensional Solutions Mat3D Version 3.8.4 Date 11/30/2006

Designed By: KBR Monterrey, S.A. de C.V. Engineer JRV Checker JGG

FOOTING DESIGN INFORMATION

X Dim (mm) 5500.00Z Dim (mm) 5500.00Thickness (mm) 700.00

Bottom Steel (Bot) 27 - 24 mm bars @ 200 mm o.c. (bot)Bottom Steel (Top) 27 - 24 mm bars @ 200 mm o.c. (bot)Top Steel (Bot) 27 - 16 mm bars @ 200 mm o.c. (top)Top Steel (Top) 27 - 16 mm bars @ 200 mm o.c. (top)

PUNCHING SHEAR

P1

Control Net Ult Punch. All RemComb Load Stress Stress

(kN) (kN/sq m) (kN/sq m)

1.2Dead + 1.2Fireproofing + 1.2 Piping Dead + 1.2 3862.32 875.46 1364.40

KBR CONFIDENTIAL INFORMATION –

INCOMPLETE WORK PRODUCT

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