structural analysis of pipe rack structures - final doc

1

STATICANALYSISREPORTFOR

PIPERACKSTRUCTURESPR-V1,PR-V2,

PR-V3,PR-H1ANDPR-H2

Date

Sarajevo, 11-10-2013

2

Contents

1. SCOPE .................................................................................................................................................................... 4

2. BASIC INFORMATION ............................................................................................................................................ 5

2.1 Codes ............................................................................................................................................................. 5

2.2 Standards ....................................................................................................................................................... 5

2.3 Project Specifications .................................................................................................................................... 5

2.4 Specific Documents / Drawings ..................................................................................................................... 5

2.5 Basic design data ........................................................................................................................................... 5

2.6 Materials ........................................................................................................................................................ 6

3. GENERAL GEOMETRY ............................................................................................................................................ 6

PR – V1....................................................................................................................................................................... 6

PR-V2 ......................................................................................................................................................................... 7

PR-V3 ......................................................................................................................................................................... 7

PR-H1 ......................................................................................................................................................................... 8

PR-H2 ......................................................................................................................................................................... 8

4. LOADING DATA ...................................................................................................................................................... 9

4.1 DEAD LOAD .................................................................................................................................................... 9

4.2 LIVE LOAD ...................................................................................................................................................... 9

4.3 PIPE OPERATING LOADS ................................................................................................................................ 9

4.4 PIPING LOAD ON LONGITUDINAL BEAM (LOCAL DESIGN) .......................................................................... 11

4.5 PRESSURE SAFETY VALVE LOAD .................................................................................................................. 11

4.6 PIPING LOAD ON TRANSVERSE BEAM (LOCAL DESIGN) - ANCHOR LOAD ................................................... 11

4.7 PIPE THERMAL LOAD TRANSVERSE ............................................................................................................. 11

4.8 THERMAL LOAD LONGITUDNAL .................................................................................................................. 12

4.9 WIND LOAD ................................................................................................................................................. 12

4.10 SEISMIC LOAD .............................................................................................................................................. 13

5. LOAD COMBINATIONS ......................................................................................................................................... 13

6. CONCLUSION ....................................................................................................................................................... 16

7. ATTACHMENT 1 – STAAD OUTPUT FOR PR-V1 .................................................................................................... 20



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10. ATTACHMENT 4 – STAAD OUTPUT FOR PR-H1 ............................................................................................... 20

11. ATTACHMENT 5 – STAAD OUTPUT FOR PR-H2 ............................................................................................... 20

12. ATTACHMENT 6 – BASEPLATE AND ANCHOR BOLTS DESIGN ......................................................................... 20

13. ATTACHMENT 7 – COLUMN – BEAM CONNECTION CALCULATION ................................................................ 20

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1. SCOPE

Scope of this calculation note is to provide static analysis results of pipe rack superstructures used by Mahler for

Musim Mas IV Project. There are 5 independent structures present.

Structural system is made out of "T"-posts with a double layer of pipe supporting beams. T-posts are connected

with each other by two longitudinal beams at the bottom transverse beam level. For pipe racks PR-V1 and PR-H2

additional intermediate frames have been provided at the middle span of longitudinal beams. The columns are

connected to concrete foundations via base plate and 4 anchors as per provided drawings.

For easier understanding, pipe racks have been marked as PR-V1, PR-V2, PR-V3, PR-H1 and PR-H2 as shown on

the general arrangement (Picture 1).

PICTURE 1 – GENERAL LAYOUT

N

5

2. BASIC INFORMATION

2.1 Codes

- Eurocode 1 - Actions on structures

- Eurocode 3 - Code of practice for general construction in steel

- UBC 1997 - Uniform building code

2.2 Standards

- EN10025:2004 - European standard for structural steel

2.3 Project Specifications

N/A

2.4 Specific Documents / Drawings

1 1-20-5211186-0 - General Layout Plan

2 1-19-5211304-0 - Foundation Plan and Details

3 3D Model

4 Mail correspondence

2.5 Basic design data

- Location - Indonesia

- Wind speed - 180 km/h

- Seismic zone - 4

6

2.6 Materials

- STRUCTURAL STEEL - S235JR

- CONCRETE

3. GENERAL GEOMETRY

GENERAL NOTE – The geometry of pipe racks has been provided in a 3d model. Based on this data and tags

provided in Picture 1 , isometric views of structural models are shown below.

PR – V1

N

7

PR-V2

PR-V3

N

N

8

PR-H1

PR-H2

N

N

9

4. LOADING DATA

GENERAL NOTES:

-LOAD DATA PHILOSOPHY IS APPLICABLE TO ALL 5 PIPE RACK STRUCTURES

-DETAILED OVERVIEW OF APPLIED FORCES IS A PART OF STAAD OUTPUT FILES FOR EACH PIPRACK

4.1 DEAD LOAD

The selfweight of the structure is calculated by Staad according to member properties. A provision of 5 % is

added for connection gusset plates, end plates, stiffeners and bolts.

4.2 LIVE LOAD

A concentrated force of 3 kN has been considered to act in the middle span of the most loaded frame for

maintenance purposes. This load has not been considered as a mass for seismic design.

4.3 PIPE OPERATING LOADS

GENERAL NOTES:

- Piping load has been provided only for one frame, with a markup of corresponding forces. Reference

document is attached to this Report

-As per instruction, these loads have been considered to act on all frames and for all pipe racks. As this is a

conservative approach, it is on the safe side for the stability of the structures

-Piping erection and hydrotest load won't be considered - given load values already represent the weight of

pipes full of water. Hydrotest is usually performed only for one pipe at the time, so there is no need for

these Load cases, since the max. values have been provided for the operating case

Pipe operating loads are shown on the next page

10

NOTE:

Detailed overview of applied forces is a part of Staad output files for each piprack

11

4.4 PIPING LOAD ON LONGITUDINAL BEAM (LOCAL DESIGN)

Longitudinal beam shall sustain a vertical force equal to 25% of the vertical load on transverse beam and

horizontal force equal to 2,5% of vertical load on transverse beam. The total load shall be applied at the

middle span of the beam.

Total load on transverse beams : 2x0,6+2,8+3x0,5+3x0,2+2x1,9=9,9 kN

Load on longitudinal beams therefore – vertical : 0,25 x 9,9 = 2,475 kN - Applied force 2,5 kN

An arbitrary horizontal force of 2,5 % is applied

4.5 PRESSURE SAFETY VALVE LOAD

NOT APPLICABLE

4.6 PIPING LOAD ON TRANSVERSE BEAM (LOCAL DESIGN) - ANCHOR LOAD

As per instruction, no anchor loads had to be considered

4.7 PIPE THERMAL LOAD TRANSVERSE

A friction coeficient cf=0,3 has been considered for steel – steel contact.

Grid Elevation (m)

Total Operation Vertical Load on Trans.Beam P

(kN)

Friction Coefficient

α

Transversal Load = α P

(kN)

Anchorage Piping

Load (kN)

Thermal Load

Transverse

1 3.4 5.90 0.3 1.77 0 1.77

4.4 4.00 0.3 1.20 0 1.20

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4.8 THERMAL LOAD LONGITUDNAL

Stability Bay

Elevation (m)

Total Operation Vertical Load on Trans.Beam P

(kN)

5% Pipe Weight

kN

Anchor Load (kN)

Thermal Load

Longitudnal

1 NO 3.4 5.90 0.30 0 0.30

NO 4.4 4.00 0.20 0 0.20

4.9 WIND LOAD

Wind load has been calculated according to UBC1997 for a basic wind speed of 180 km/h

Referring to Section 1620: " Design wind pressures for buildings and structures and elements therein shall be

determined for any height in accordance with the following formula:

P = Ce Cq qs Iw A

qs≈0,0475V2=0,0475x180=1,54 kN/m

2

Ce = 1,06 for h≈4,5 m, Exposure C

Cq = 1,4 for minor structures

Wind pressure therfore:

Qw =1,54x1,06x1,4=2,28 kN/m2

Wind load will be applied up to the first transverse beam as an uniformly distributed

load. For transverse beams a mask effect from piping will be considered and total

load will be applied in 4 points in longitudinal direction and in 2 points in transverse

direction

- Load on columns: 2,28x0,18=0,41 kN/m

-Longitudinal force: 2,28x1,1x1,8=4,51/4=1,13kN at 4 nodes on first and last bay

-Transversal force, height of pipe considered as 0,3 m:

for 3,7 m span 2,28x0,3x3,7=2,53 kN

for 4,0 m span 2,28x0,3x4=2,74 kN

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4.10 SEISMIC LOAD

Seismic load has been considered as equivalent static load per UBC1997 for 4. seismic zone.

Participating loads for mass generation are DEAD LOAD and PIPING OPERATING LOAD. Corresponding forces

are generated by the software according to seismic load definition command.

This load has been considered for a longitudinal and for transverse direction.

5. LOAD COMBINATIONS

List of primary load cases:

Load Case

No. Primary load Case Abbreviation

10 Dead Load DL

11 Live Load LL

21 Deadweight of pipes at empty condition PE

22 Deadweight of pipes at operating condition PO

23 Deadweight of pipes at test condition PT

31 The vertical arbitrary load on longitudinal beams (local design) VA

32 The horizontal arbitrary forces on longitudinal beams (local design) HA

33 Pressure Release Valve Load PSV

34 Max ( anchor piping load ; 15kN ; friction load) Transverse beam local design PAL

35 Friction Load on intermediate portal F1

41 Empty Weight Equipment EE

42 Operating Weight of Equipment EO

43 Hydrostatic Test Weight of Equipment ET

44 Equipment Thermal expansion force Global design TL3

45 Maintainence Load ML

51 Thermal Load Tranverse = max(Anchorage piping loads ; friction Load) TLT

52 Thermal Load Longitudinal = max(Anchorage piping loads ; 5% of pipe weight) TLL

81 Wind Load Longitudinal +/- WLL

82 Wind Load Transverse +/- WLT

91 Earthquake Load Longitudinal +/- EQL

92 Earthquake Load Transverse +/- EQT

93 Equipment Earthquake Load Longitudinal +/- EQL1

94 Equipment Earthquake Load Transverse +/- EQT1

SERVICEABILITY LIMIT STATE LOAD COMBINATIONS

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ULTIMATE LIMIT STATE LOAD COMBINATIONS

GLOBAL DESIGN

FOR COLUMNS

1.0

0.6

123

OP

ER

AT

ION

CO

MB

INA

TIO

NS

ONLY FOR SECONDARY BEAMS (GRATING SUPPORTING)

MAIN BEAMS / EQUIPMENT SUPPORTING BEAMS

1.0 1.0 0.61.0

1.0129 1.0 0.22

127 1.0 0.25

128 1.0 0.22 1.0

1.01.0

126 1.0 0.25 1.0

0.44

1.0

1.0 0.44 1.0

125 1.0 0.25

124 1.0

1.01.0

121 1.0 0.5

122 1.0 0.5

1.0

1.0

1.0

120 1.0 0.5

1.0

118 1.0 0.87 1.0

1.01.0 0.61.0

116 1.0 1.0

117 1.0 1.0

1.0 1.0 1.0 0.6

115 1.0 1.0

1.0

1.0

1.0 1.0 1.01.0

1.0 1.0 1.0 1.0

1.0 1.01.0 1.01.0

1.0

1.0

1.0

1.0 1.0 1.0

1.0 1.0 1.0 1.0

0.6

1.01.0 1.0 1.0 1.0

1.0

1.01.0 1.0

1.0 1.0 0.61.0

1.0 1.0 1.01.0

119 1.0 0.87

1.01.0 1.01.0 1.0

1.01.0 1.01.0 1.01.0

1.0

1.0 1.0 1.0 1.0

213 1.0

207

208

209

210

211

212

204

205

OPERATING + SEISMIC CONDITION

206 1.00.8

OPERATING + WIND CONDITION

203 1.350.81

1.250.8

1.251.01.0 1.0 1.25

1.0 1.251.0 1.0 1.0

0.80.8 0.8

1.0 1.0 1.0

1.251.0 1.0 1.0

1.250.8 0.8 0.8

0.8 0.8 1.25

1.21.0

0.8 0.8

1.0 1.0 1.21.01.0 1.0 1.0

1.250.8

1.0 1.21.0 1.0 1.01.0 1.0 1.0

0.8 0.8 1.00.8

1.2

0.8 0.8

0.8 0.8

1.00.8

0.8 1.0

1.35 1.35 1.501.35 1.35

0.8 0.8

1.35 1.30 1.35

1.501.35 1.35 1.351.351.35 1.30 1.35

1.35 1.351.351.35 1.50 1.35

WLL

WL

T

EQ

LTL3 ML TLT TLLPALLL PE PO PTDL

EQ

L1

EQT

1

EQ

TEO ETVA

9452 81 82 9134 35 41 42 43 4423 31 32 33

F1 EELO

AD

CA

SE

11 21 22

HA PSV

45 51 92 9310

15

LOCAL DESIGN – TRANSVERSE BEAMS

LOCAL DESIGN – LONGITUDINAL BEAMS

GLOBAL CONNECTION DESIGN

304

305

306

307

302

303

OPERATING + SEISMIC CONDITION

1.35

1.0 1.01.0 1.0 1.0

1.25

1.0 1.25

0.8

1.0

1.25

0.8 0.8

1.0 1.01.0 1.01.0 1.0 1.0

0.8 0.8 1.25

0.8 1.0 1.00.8 0.80.8 0.8

1.35 1.501.351.35 1.30 1.35

1.35 1.35


1.35 1.50 1.35 1.35

313

314

311

312

0.8 0.8

1.35

LO

AD

CA

SE

10

DL


ML TLTPAL F1 EE EO

EQ

L1

EQT

1TLL WLL

WL

T

EQ

LPT VA HA PSV

EQ

TET TL3

11 21

0.8

1.35 1.50

1.01.0

1.0

1.0 1.0 1.0 1.0

1.0

23 31 32 33 34 35

( OPERATION + SEISMIC ) CONDITION

1.501.35 1.30 1.35 1.35

1.35

92 93 9452 81 82 9141 42 43 44 45 5122

LL PE PO

Transverse Frame - Braced connection , Bracings , Beams and Base Plate

1.5

402 1.0

0.80.80.8401 0.8

35

E0 ET TL3

1.50.8 0.8

EQT

1


94

DL LL PE PO PT VA HA PAL

82 9141 42 43 44 92 9345 51 52 8123 31 32 33 34

LO

AD

CA

SE

10 11 21 22

1.51.51.0 1.0 1.01.0

F1

1.0

PSV

EQ

L1ML TLT TLL WLL

WL

T

EQ

L

EQ

TEE

Long Braced Frame - Braced connection , Bracings , Beams and Base Plate

1.5

404 1.0

0.8 1.50.8 0.8 0.80.8403 0.8

EQT

1


PO PT VA HALO

AD

CA

SE

10 11 21 51 52 81 82 91 9235 41 42 43 44 45

DL LL PE

22 33 3423 31 32

1.0 1.5 1.51.0 1.0 1.0 1.0

PAL F1 ML TLT TLL WLLPSV

WL

TEE EO ET TL3

EQ

L1

EQ

L

EQ

T

93 94

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LOCAL CONNECTION DESIGN

6. CONCLUSION

After analysis of all pipe racks, our professional opinion is that analyzed structures

may be used for their original purpose without any risks of structural or exploit-

ational failure after changing the connection between columns and transverse

beams.

EXPLANATION:

From Staad output files it can bee seen that all pipe rack structures pass the Ultimate limit state

design conditions, except for two columns on PR-V1, which show 2 % overstress.

For the Serviceability limit state conditions, theoretically, none of analyzed pipe racks meets this

criteria for all members. Members which show the biggest utility ratio are mainly transverse beams

which are directly connected to main columns, which is logical since all the load from both transverse

elevations is being transfered trough these members directly to the column - in one point. Although

even these beams are showing a very big reserve in capacity for ULS conditions, they do not satisfy

the deflection criteria, wich has been considered as max f = L/400 for cantilevers .

The same is happening with frames on top of columns – for given input, the allowable horizontal

sway of max s = h/150 is not always satisfied for the transverse direction of pipe racks.

Allowable deflection for cantilever system length of 900 mm is max f = 900/400=2,25 mm <

calculated deflection for above presented conditions = 14 mm.

Allowable horizontal sway should not be more than max s=h/150=3400/150 = 22 mm < calculated

sway for above presented conditions in transverse direction z = 51 mm; in longitudinal direction x=21

mm < 22 mm.

Pictures below give a better insight:

Longitudinal Beams

1.5

412

411 1.35 1.50

PE PO

1.35 1.35

91 92 93 94

EQT

1

OPERATION CONDITIONS

PT VA HA PSV

44 45 51 52 81 8233 34 35 41 42 4322 23 31 32

LO

AD

CA

SE

10 11 21

DL LL EO ET TL3PAL F1

EQ

L1

1.0 1.0

413

414 1.5

0.8 1.50.8

1.0 1.0

0.8

1.501..35 1.30 1.35 1.35

1.5

ML TLT TLL WLL

WL

T

EQ

L

EQ

TEE

17

VERTICAL DEFLECTION

HORIZONTAL SWAY – TRANSVERSE DIRECTION

18

HORIZONTAL SWAY – LONGITUDINAL DIRECTION

Since a very conservative approach for load values has been followed, as well as for their

application, we believe that shown sway and deflection values will never happen during normal

exploitation time of these structures. We may say that none of the pipe racks will ever be exposed

to the full value of wind load, since they are closely surrounded by other structures.

If we neglect the wind load on the first pipe level, due to shielding by other structures and

equipment, we will see that the transversal sway is now about 36 mm at the top level, for which

the allowable sway would be 5000/150 = 33 mm → diferrence is less than 10%, and for the bottom

level real sway is equal to the allowable value (picture below).

19

Having in mind given facts, exceeded deflection and sway limits do not represent any harm nor for

pipelines resting on these structures, nor for the structure itself.

Important notice for responsible piping engineers is to check the posibility of additional horizontal

forces due to restrained piping movement, i.e. there shall be no fixed supports on these pipe racks.

If however, due to design demands a need for fixed points on the pipe rack occurs, reaction forces

with their exact location and intensity need to be transmitted to the structural engineer, and the

affected structure has to be reanalysed. Also, for the supporting of pipes with dia 6“ and 8“, a

vertical rest is mandatory on each transverse portal, since the input value of piping loads has been

given for a span of 3,7 m (although the clear span for these diameters may go over 10 m). If this is

not the case, new loading values according to real support conditions have to be transmited and

also in this case, the affected structure/s have to be reanalysed.

If the Client still has doubts about this conclusions, additional reinforcement of existing structural

elements (only failing elements that is) could be performed by just adding some light kneebracing

(for example by supporting the free end of cantilevers by angles or some light U profiles), so that

all members pass the above stated criteria. Tranversal sway can be limited by connecting the pipe

racks top levels to adjacent structures. These actions however shall be aproved by a responsible

structural engineer.

Regarding anchor bolts and foundations safety, in Attachment 6 can be seen that there is a big

margine in bearing capacities for these elements.

For the connection between the beam and the column, since we did not have exact data, end plate

and bolts have been calculated based on max. internal forces at th top of the column. A minimum

of 20 mm plate and 4 M16 gr.8.8 have to be provided to ensure proper connectiong between these

members ( Attachment 7 – a beam to beam plate connection has been used as a template to

determine bearing capacities of the plate and the bolts.

Though, we recommend to use a longer plate with stiffeners and to accomodate the bolts on

outside of column flanges, as shown on the sketch below

Column – beam connection proposal

20

7. ATTACHMENT 1 – STAAD OUTPUT FOR PR-V1



10. ATTACHMENT 4 – STAAD OUTPUT FOR PR-H1

11. ATTACHMENT 5 – STAAD OUTPUT FOR PR-H2

12. ATTACHMENT 6 – BASEPLATE AND ANCHOR BOLTS DESIGN

13. ATTACHMENT 7 – COLUMN – BEAM CONNECTION CALCULATION

“3DMehanika” Društvo sa Ograničenom Odgovornošću za Proizvodnju, Promet i Usluge d.o.o. JIB 4201591890000 Reg.br. 065-0-Reg-12-001640 Adresa Saliha Udžvarlica 10

MBS 65-01-0401-10 Općinski Sud, Sarajevo Grad Sarajevo, BiH

PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156

Web www.3dmehanika.com Email [email protected] Kapital 2.000,00 KM

ATTACHMENT 1

PIPE RACK PR-V1

STAAD OUTPUT

14/10/2013

STAAD.Pro Report

To: From:

Copy to: Date: 11/10/2013

10:46:00

Ref: ca/ Document1

Job Information

Engineer Checked Approved

Name: A.K.

Date: 06-Oct-13

Structure Type SPACE FRAME

Number of Nodes 35 Highest Node 35

Number of Elements 45 Highest Beam 50

Number of Basic Load Cases 23

Number of Combination Load Cases 71

Included in this printout are data for:

All The Whole Structure

Included in this printout are results for load cases:

Type L/C Name

Primary 10 DEAD LOAD (DL)

Primary 11 LIVE LOAD (LL)

Primary 22 PIPE OPERATING LOAD (PO)

Primary 31 VERTICAL ARBITRARY LOAD ON LONGITUDINAL BEAM (VA) Primary 32 HORIZONTAL ARBITRARY LOAD ON LONGITUDINAL BEAM (HA) Primary 35 PIPE FRICTION LOAD ON INTERMEDIATE PORTAL LOAD (F1) Primary 51 PIPE THERMAL TRANSVERSE LOAD (TLT)

Primary 52 PIPE THERMAL LONGITUDINAL LOAD (TLL)

Primary 81 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) Primary 82 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) Primary 91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL) Primary 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT) Combination 101 1DL + 1PE + 1EE + 1ML + 1WLL

Combination 102 1DL + 1PE + 1EE + 1ML + 1WLT

Combination 103 1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL

Combination 104 1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT

Combination 105 1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL

Combination 106 1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT

Combination 107 1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL

Combination 108 1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT







Combination 115 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

Combination 116 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL Combination 117 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT Combination 118 1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLL

14/10/2013

Combination 119 1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLT Combination 120 1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

Combination 121 1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL Combination 122 1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT Combination 123 1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLL Combination 124 1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLT Combination 125 1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

Combination 126 1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL Combination 127 1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT Combination 128 1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLL Combination 129 1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLT Combination 130 1DL + 1PE + 1PT + 1EE + 0.5WLL

Combination 131 1DL + 1PE + 1PT + 1EE + 0.5WLT

Combination 132 1DL + 1PE + 1EE + 1ET + 0.5WLL

Combination 133 1DL + 1PE + 1EE + 1ET + 0.5WLT

Combination 201 1DL + 1PE + 1EE + 1ML + 1.5WLL

Combination 202 1DL + 1PE + 1EE + 1ML + 1.5WLT

Combination 203 1.35DL + 1.5LL + 1.35PO + 0.81PSV + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL Combination 204 1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLL Combination 205 1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT Combination 206 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQL + 1EQL1 Combination 207 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQT + 1EQT1 Combination 208 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.2EQL + 1.2EQL1 Combination 209 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.2EQT + 1.2EQT1 Combination 210 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.25EQL + 1.25EQL1 Combination 211 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.25EQT + 1.25EQT1 Combination 212 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.25EQL + 1.25EQL1 Combination 213 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.25EQT + 1.25EQT1 Combination 301 1DL + 1PE + 1EE + 1ML + 1.5WLT

Combination 302 1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT Combination 303 1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT + 1.5WLT Combination 304 0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1EQT + 1EQT1 Combination 305 1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT + 1EQT + 1EQT1 Combination 306 0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1.25EQT + 1.25EQT1 Combination 307 1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT + 1.25EQT + 1.25EQT1 Combination 308 1.35DL + 1.35PT

Combination 311 1.35DL + 1.5LL + 1.35VA + 1.35HA

Combination 312 1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL

Combination 313 0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1

Combination 314 1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1

Combination 321 1.35DL + 1.35PO + 1.35F1

Combination 401 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.5EQT + 1.5EQT1 Combination 402 1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQT + 1.5EQT1 Combination 403 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.5EQL + 1.5EQL1 Combination 404 1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQL + 1.5EQL1 Combination 411 1.35DL + 1.5LL + 1.35VA + 1.35HA


Combination 413 0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1

Combination 414 1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1

Combination 501 COMBINATION LOAD CASE 1




14/10/2013

3D Rendered View

Nodes

Node X

(m) Y

(m) Z

(m)

1 0.00 0.00 0.00

2 0.00 3.40 0.00

3 0.00 3.40 0.90

4 0.00 3.40 -0.90

5 0.00 4.50 0.90

6 0.00 4.50 -0.90

7 3.70 0.00 0.00

8 3.70 3.40 0.00

9 3.70 3.40 0.90

10 3.70 3.40 -0.90

11 3.70 4.50 -0.90

12 3.70 4.50 0.90

13 7.40 0.00 0.00

14 7.40 3.40 0.00

15 7.40 3.40 -0.90

16 7.40 3.40 0.90

17 7.40 4.50 -0.90

18 7.40 4.50 0.90

19 13.00 0.00 0.00

20 13.00 3.40 0.00

21 13.00 3.40 -0.90

22 13.00 3.40 0.90

23 13.00 4.50 -0.90

24 13.00 4.50 0.90

25 10.20 3.40 -0.90

26 10.20 3.40 0.90

27 10.20 4.50 -0.90

28 10.20 4.50 0.90

29 16.70 0.00 0.00

30 16.70 3.40 0.00

31 16.70 3.40 -0.90

32 16.70 3.40 0.90

33 16.70 4.50 -0.90

34 16.70 4.50 0.90

35 10.20 3.40 0.00

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29

31

33

19

30

3221

3423

20

25 22

13

27

35

24

15 26

17

7

14

28

1610

1811

1

8

94

126

2

3

5

Load 32

X

Y

Z

NODE NUMBERS

Beams

Beam Node A Node B Length

(m) Property

β (degrees)

1 1 2 3.40 2 90

2 3 2 0.90 2 0

3 2 4 0.90 2 0

4 4 6 1.10 1 90

5 3 5 1.10 1 90

6 5 6 1.80 1 0

7 7 8 3.40 2 90

13 4 10 3.70 2 0

14 3 9 3.70 2 0

15 9 8 0.90 2 0

16 8 10 0.90 2 0

17 10 11 1.10 1 90

18 9 12 1.10 1 90

19 12 11 1.80 1 0

20 13 14 3.40 2 90

21 10 15 3.70 2 0

22 9 16 3.70 2 0

23 16 14 0.90 2 0

24 14 15 0.90 2 0

25 15 17 1.10 1 90

26 16 18 1.10 1 90

27 18 17 1.80 1 0

28 19 20 3.40 2 90

29 15 25 2.80 2 0

30 16 26 2.80 2 0

31 22 20 0.90 2 0

32 20 21 0.90 2 0

33 21 23 1.10 1 90

34 22 24 1.10 1 90

35 24 23 1.80 1 0

36 25 21 2.80 2 0

37 26 22 2.80 2 0

38 25 27 1.10 1 90

39 26 28 1.10 1 90

40 28 27 1.80 1 0

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41 29 30 3.40 2 90

42 21 31 3.70 2 0

43 22 32 3.70 2 0

44 32 30 0.90 2 0

45 30 31 0.90 2 0

46 31 33 1.10 1 90

47 32 34 1.10 1 90

48 34 33 1.80 1 0

49 26 35 0.90 2 0

50 35 25 0.90 2 0

41

46

45

4 2 44

48

28

47

33

324 33 6

31

35

38

50

34

2 9 3 749

20

40

25

24

39

3 02 1 23

27

7

26

17

162 2

1 3 15

19

1

18

4

31 4

2

6

5

Load 32

X

Y

Z

BEAM NUMBERS

14/10/2013

Section Properties Prop Section

Area (cm

2)

Iyy (cm

4)

Izz (cm

4)

J (cm

4)

Material

1 HE140A 31.400 389.000 1.03E 3 6.422 STEEL

2 HE180A 45.300 925.000 2.51E 3 11.451 STEEL

SECTION PROPERTIES

14/10/2013

Materials Mat Name

E (kN/mm

2)

ν

Density (kg/m

3)

α

(/°C)

3 STEEL 205.000 0.300 7.83E 3 12E -6

4 STAINLESSSTEEL 197.930 0.300 7.83E 3 18E -6

5 ALUMINUM 68.948 0.330 2.71E 3 23E -6

6 CONCRETE 21.718 0.170 2.4E 3 10E -6

Supports Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX (kN

-m/deg)

rY (kN

-m/deg)

rZ (kN

-m/deg)

1 Fixed Fixed Fixed Fixed Fixed Fixed





Releases There is no data of this type.

Basic Load Cases Number Name

91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL) 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT) 10 DEAD LOAD (DL)

11 LIVE LOAD (LL)

21 PIPE EMPTY LOAD (PE)

22 PIPE OPERATING LOAD (PO)

23 PIPE TEST LOAD (PT)

31 VERTICAL ARBITRARY LOAD ON LONGITUDINAL BEAM (VA) 32 HORIZONTAL ARBITRARY LOAD ON LONGITUDINAL BEAM (HA) 33 PSV LOAD (PSV)

34 MAX(ANCHOR PIPING )

35 PIPE FRICTION LOAD ON INTERMEDIATE PORTAL LOAD (F1) 41 EQUIPMENT EMPTY LOAD (EE)

42 EQUIPMENT OPERATING LOAD (E0)

43 EQUIPMENT TEST LOAD ( ET)

44 EQUIPMENT THERMAL LOAD (TL3)

45 MAINTENANCE LOAD (ML)

51 PIPE THERMAL TRANSVERSE LOAD (TLT)

52 PIPE THERMAL LONGITUDINAL LOAD (TLL)

81 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) 82 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) 93 EQUIPMENT EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - () 94 EQUIPMENT EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - ()

14/10/2013

Combination Load Cases Comb. Combination L/C Name Primary Primary L/C Name Factor

101 1DL + 1PE + 1EE + 1ML + 1WLL 10 DEAD LOAD (DL) 1.00

21 PIPE EMPTY LOAD (PE) 1.00

41 EQUIPMENT EMPTY LOAD (EE) 1.00

45 MAINTENANCE LOAD (ML) 1.00

81 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L)

1.00

102 1DL + 1PE + 1EE + 1ML + 1WLT 10 DEAD LOAD (DL) 1.00




82 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T)

1.00

103 1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL 10 DEAD LOAD (DL) 1.00

11 LIVE LOAD (LL) 1.00





0.60

104 1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT 10 DEAD LOAD (DL) 1.00






0.60

105 1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL 10 DEAD LOAD (DL) 1.00






1.00

106 1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT 10 DEAD LOAD (DL) 1.00






1.00

107 1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL 10 DEAD LOAD (DL) 1.00






0.60

108 1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT 10 DEAD LOAD (DL) 1.00






0.60







1.00







1.00







0.60

14/10/2013







0.60







1.00







1.00

115 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL 10 DEAD LOAD (DL) 1.00


22 PIPE OPERATING LOAD (PO) 1.00

42 EQUIPMENT OPERATING LOAD (E0) 1.00

44 EQUIPMENT THERMAL LOAD (TL3) 1.00

51 PIPE THERMAL TRANSVERSE LOAD (TLT) 1.00

52 PIPE THERMAL LONGITUDINAL LOAD (TLL) 1.00

116 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL

10 DEAD LOAD (DL) 1.00








0.60

117 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT









0.60

118 1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLL









1.00

119 1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLT









1.00

120 1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL 10 DEAD LOAD (DL) 1.00







121 1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL






14/10/2013




0.60

122 1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT









0.60










1.00










1.00

125 1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

















0.60










0.60










1.00










1.00

130 1DL + 1PE + 1PT + 1EE + 0.5WLL 10 DEAD LOAD (DL) 1.00


23 PIPE TEST LOAD (PT) 1.00

14/10/2013



0.50

131 1DL + 1PE + 1PT + 1EE + 0.5WLT 10 DEAD LOAD (DL) 1.00





0.50

132 1DL + 1PE + 1EE + 1ET + 0.5WLL 10 DEAD LOAD (DL) 1.00



43 EQUIPMENT TEST LOAD ( ET) 1.00


0.50

133 1DL + 1PE + 1EE + 1ET + 0.5WLT 10 DEAD LOAD (DL) 1.00





0.50

201 1DL + 1PE + 1EE + 1ML + 1.5WLL 10 DEAD LOAD (DL) 1.00





1.50

202 1DL + 1PE + 1EE + 1ML + 1.5WLT 10 DEAD LOAD (DL) 1.00





1.50

203 1.35DL + 1.5LL + 1.35PO + 0.81PSV + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL




33 PSV LOAD (PSV) 0.81





204 1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLL









1.50

205 1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT









1.50

206 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQL + 1EQL1







91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL)

1.00

93 EQUIPMENT EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - ()

1.00

207 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQT + 1EQT1







92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)

1.00

94 EQUIPMENT EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - ()

1.00

208 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.2EQL + 1.2EQL1



14/10/2013







1.20


1.20

209 1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.2EQT + 1.2EQT1









1.20


1.20

210 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.25EQL + 1.25EQL1








1.25


1.25

211 0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.25EQT + 1.25EQT1








1.25


1.25










1.25


1.25










1.25


1.25






1.50

302 1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT




34 MAX(ANCHOR PIPING ) 1.35



303 1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT + 1.5WLT








1.50

304 0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 10 DEAD LOAD (DL) 0.80

14/10/2013

1EQT + 1EQT1 22 PIPE OPERATING LOAD (PO) 0.80





1.00


1.00

305 1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT + 1EQT + 1EQT1








1.00


1.00

306 0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1.25EQT + 1.25EQT1







1.25


1.25

307 1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT + 1.25EQT + 1.25EQT1








1.25


1.25

308 1.35DL + 1.35PT 10 DEAD LOAD (DL) 1.35


311 1.35DL + 1.5LL + 1.35VA + 1.35HA 10 DEAD LOAD (DL) 1.35


31 VERTICAL ARBITRARY LOAD ON LONGITUDINAL BEAM (VA)

1.35

32 HORIZONTAL ARBITRARY LOAD ON LONGITUDINAL BEAM (HA)

1.35

312 1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL 10 DEAD LOAD (DL) 1.35



1.35


1.35


1.50

313 0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 10 DEAD LOAD (DL) 0.80


0.80


0.80


1.00


1.00

314 1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 10 DEAD LOAD (DL) 1.00



1.00


1.00


1.00


1.00

321 1.35DL + 1.35PO + 1.35F1 10 DEAD LOAD (DL) 1.35


35 PIPE FRICTION LOAD ON INTERMEDIATE PORTAL LOAD (F1)

1.35









1.50


1.50

402 1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQT + 1.5EQT1








1.50

14/10/2013


1.50









1.50


1.50

404 1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQL + 1.5EQL1








1.50


1.50




1.35


1.35




1.35


1.35


1.50

413 0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 10 DEAD LOAD (DL) 0.80


0.80


0.80


1.50


1.50

414 1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 10 DEAD LOAD (DL) 1.00



1.00


1.00


1.50


1.50

501 COMBINATION LOAD CASE 1 10 DEAD LOAD (DL) 1.00









1.00


1.00

503 COMBINATION LOAD CASE 1 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)

1.00


1.00

505 COMBINATION LOAD CASE 1 22 PIPE OPERATING LOAD (PO) 1.00


1.00

14/10/2013

UBC Loading Definition Zone Z

Importance Factor

Rw X Rw Z Site Soil

Ct Period X (sec)

Period Z (sec)

Accidental Torsion

0.400 1.250 3.000 3.000 1.000 - - - No

Selfweight included

Beam Concentrated Weights Weight (kN)

d (m)

Beams

2.800 0.20 6, 19, 27, 35, 40, 48

0.500 0.60 3, 16, 24, 32, 45, 50

0.200 0.45 3, 16, 24, 32, 45, 50

0.200 0.33 3, 16, 24, 32, 45, 50

0.200 0.22 3, 16, 24, 32, 45, 50

1.900 0.59 2, 15, 23, 31, 44, 49

0.500 0.36 2, 15, 23, 31, 44, 49

0.500 0.22 2, 15, 23, 31, 44, 49

1.900 0.80 2, 15, 23, 31, 44, 49

0.600 1.55 6, 19, 27, 35, 40, 48

0.600 0.95 6, 19, 27, 35, 40, 48

14/10/2013

Beam Loads : 10 DEAD LOAD (DL) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

6 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

19 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

27 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

35 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

40 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

48 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

Selfweight : 10 DEAD LOAD (DL) Direction Factor

Y -1.050

-0.600

-0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

Load 10 (SELF Y)<kN>

X

Y

Z

10 DEAD LOAD (DL)

14/10/2013

Beam Loads : 11 LIVE LOAD (LL) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

6 CON kN GY -3.000 - - - -

40 CON kN GY -3.000 - - - -

-3.000

-3.000

Load 11<kN>

X

Y

Z

11 LIVE LOAD (LL)

Node Loads : 22 PIPE OPERATING LOAD (PO) Node

FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - -1.900 - - - -

8 - -1.900 - - - -

14 - -1.900 - - - -

20 - -1.900 - - - -

30 - -1.900 - - - -

35 - -1.900 - - - -

Beam Loads : 22 PIPE OPERATING LOAD (PO) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

2 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

3 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

14/10/2013

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

6 CON kN GY -2.800 0.20 - - -

15 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

16 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

19 CON kN GY -2.800 0.20 - - -

23 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

24 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

27 CON kN GY -2.800 0.20 - - -

31 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

32 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

35 CON kN GY -2.800 0.20 - - -

40 CON kN GY -2.800 0.20 - - -

44 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

45 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

48 CON kN GY -2.800 0.20 - - -

49 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

50 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-1.900

-1.900

-1.900

-1.900

-1.900

-1.900

Load 22<kN>

X

Y

Z


DETAIL „A“

14/10/2013

DETAIL “A”

Beam Loads : 31 VERTICAL ARBITRARY LOAD ON LONGITUDINAL BEAM (VA) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

14 CON kN GY -2.500 - - - -

22 CON kN GY -2.500 - - - -

37 CON kN GY -2.500 0.00 - - -

43 CON kN GY -2.500 - - - -

-2.500

-2.500

-2.500

-2.500

Load 31<kN>

X

Y

Z


14/10/2013

Beam Loads : 32 HORIZONTAL ARBITRARY LOAD ON LONGITUDINAL BEAM (HA) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

14 CON kN GZ -0.250 - - - -

22 CON kN GZ -0.250 - - - -

37 CON kN GZ -0.250 0.00 - - -

43 CON kN GZ -0.250 - - - -

-0.250

-0.250

-0.250

-0.250

Load 32<kN>

X

Y

Z


Node Loads : 35 PIPE FRICTION LOAD ON INTERMEDIATE PORTAL LOAD (F1) Node

FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 0.630 - - - - -

8 0.630 - - - - -

14 0.630 - - - - -

20 0.630 - - - - -

30 0.630 - - - - -

35 0.630 - - - - -

Beam Loads : 35 PIPE FRICTION LOAD ON INTERMEDIATE PORTAL LOAD (F1) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

2 CON kN GX 0.630 0.59 - - -

6 CON kN GX 0.950 0.20 - - -

15 CON kN GX 0.630 0.59 - - -

19 CON kN GX 0.950 0.20 - - -

23 CON kN GX 0.630 0.59 - - -

27 CON kN GX 0.950 0.20 - - -

31 CON kN GX 0.630 0.59 - - -

35 CON kN GX 0.950 0.20 - - -

14/10/2013

40 CON kN GX 0.950 0.20 - - -

44 CON kN GX 0.630 0.59 - - -

48 CON kN GX 0.950 0.20 - - -

49 CON kN GX 0.630 0.59 - - -

0.630

0.950

0.630

0.950

0.630

0.950

0.630

0.950

0.630

0.950

0.630

0.950

0.630

0.630

0.630

0.630

0.630

0.630

Load 35<kN>

X

Y

Z


Node Loads : 51 PIPE THERMAL TRANSVERSE LOAD (TLT) Node

FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -1.770 - - -

8 - - -1.770 - - -

14 - - -1.770 - - -

20 - - -1.770 - - -

30 - - -1.770 - - -

35 - - -1.770 - - -

Beam Loads : 51 PIPE THERMAL TRANSVERSE LOAD (TLT) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

6 CON kN GZ -1.200 - - - -

19 CON kN GZ -1.200 - - - -

27 CON kN GZ -1.200 - - - -

35 CON kN GZ -1.200 - - - -

40 CON kN GZ -1.200 - - - -

48 CON kN GZ -1.200 - - - -

14/10/2013


Node Loads : 52 PIPE THERMAL LONGITUDINAL LOAD (TLL) Node

FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 0.300 - - - - -

8 0.300 - - - - -

14 0.300 - - - - -

20 0.300 - - - - -

30 0.300 - - - - -

35 0.300 - - - - -

Beam Loads : 52 PIPE THERMAL LONGITUDINAL LOAD (TLL) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

6 CON kN GX 0.200 - - - -

19 CON kN GX 0.200 - - - -

27 CON kN GX 0.200 - - - -

35 CON kN GX 0.200 - - - -

40 CON kN GX 0.200 - - - -

48 CON kN GX 0.200 - - - -

14/10/2013

0.400

0.400

0.400

0.400

0.400

0.400

0.500

0.500

0.500

0.500

0.500

0.500

Load 52<kN>

X

Y

Z


Node Loads : 81 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) Node

FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

3 1.130 - - - - -

4 1.130 - - - - -

5 1.130 - - - - -

6 1.130 - - - - -

31 1.130 - - - - -

32 1.130 - - - - -

33 1.130 - - - - -

34 1.130 - - - - -

Beam Loads : 81 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GX 0.400 - - - -

7 UNI kN/m GX 0.400 - - - -

20 UNI kN/m GX 0.400 - - - -

28 UNI kN/m GX 0.400 - - - -

41 UNI kN/m GX 0.400 - - - -

14/10/2013

0.400

0.400

0.400

0.400

1.130

1.130

1.130

1.130

1.130

1.130

1.130

1.130

Load 81<kN>

X

Y

Z


Node Loads : 82 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) Node

FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

3 - - -1.270 - - -

5 - - -1.270 - - -

9 - - -2.530 - - -

12 - - -2.530 - - -

16 - - -2.530 - - -

18 - - -2.530 - - -

22 - - -2.530 - - -

24 - - -2.530 - - -

26 - - -2.530 - - -

28 - - -2.530 - - -

32 - - -1.270 - - -

34 - - -1.270 - - -

Beam Loads : 82 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) Beam Type Direction Fa

Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GZ -0.410 - - - -

7 UNI kN/m GZ -0.410 - - - -

14 UNI kN/m GZ -0.410 - - - -

20 UNI kN/m GZ -0.410 - - - -

22 UNI kN/m GZ -0.410 - - - -

28 UNI kN/m GZ -0.410 - - - -

30 UNI kN/m GZ -0.410 - - - -

37 UNI kN/m GZ -0.410 - - - -

41 UNI kN/m GZ -0.410 - - - -

43 UNI kN/m GZ -0.410 - - - -

14/10/2013

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-1.270

-1.270

-2.530

-2.530

-2.530

-2.530

-2.530

-2.530

-2.530

-2.530

-1.270

-1.270

Load 82<kN>

X

Y

Z


Seismic Loading : 91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL)

Code Direction Factor

UBC X 1.000

0.479

0.624

1.481 0.787 0.638

1.330 0.624

1.481 0.587

0.946

0.624

1.287

1.330

0.638 0.895

0.624

1.481

1.330

0.946 0.689

1.330 0.624

1.481 0.997 0.479

1.330 0.624

1.481 0.787

1.330

Load 91<kN>

X

Y

Z


14/10/2013

Seismic Loading : 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)


UBC Z 1.000

0.479

0.624

1.481

0.787 0.638

1.330

0.624

1.481

0.587 0.946

0.624

1.287

1.330

0.638 0.895

0.624

1.481

1.330

0.946

0.689

1.330

0.624

1.481

0.997

0.479

1.330

0.624

1.481

0.787

1.330

Load 92<kN>

X

Y

Z


14/10/2013

REACTIONS

Horizontal Vertical Horizontal Moment

Node L/C FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

1 10:DEAD LOAD (DL)

0.001 5.306 0.011 0.448 -0.000 -0.001

11:LIVE LOAD (LL) -0.000 3.048 -0.000 -0.000 0.000 0.000

22:PIPE OPERATING LOAD

0.000 8.908 -0.068 -2.834 0.000 0.000

31:VERTICAL ARBITRARY LOAD

0.002 0.902 -0.267 -1.810 -0.000 -0.002

32:HORIZONTAL ARBITRARY LOAD

0.001 0.000 0.172 0.590 0.000 -0.003

35:PIPE FRICTION LOAD ON

-2.650 -0.536 -0.274 -0.633 -0.001 8.813

51:PIPE THERMAL TRANSVERSE

0.000 0.000 3.163 11.994 -0.000 -0.000

52:PIPE THERMAL LONGITUDINAL

-0.600 -0.114 0.000 0.000 0.000 1.994

81:WIND LOAD IN +VE

-3.165 -0.881 0.000 0.000 0.000 8.285

82:WIND LOAD IN +VE TRANSVERSE

0.004 0.000 6.624 21.586 0.000 -0.013

91:EARTHQUAKE LOAD IN

-5.851 -1.116 -0.287 -0.690 -0.001 19.456


0.000 0.000 -5.168 -19.609 0.000 -0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL

-3.163 4.425 0.011 0.448 -0.000 8.284

102:1DL + 1PE + 1EE + 1ML + 1WLT

0.005 5.306 6.635 22.033 0.000 -0.014

103:1DL + 1LL + 1PE + 1EE + 1ML +

-1.898 7.825 0.011 0.448 -0.000 4.970

104:1DL + 1LL + 1PE + 1EE + 1ML +

0.003 8.354 3.985 13.399 -0.000 -0.009

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-3.164 7.076 0.011 0.448 -0.000 8.284

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

0.005 7.958 6.635 22.033 0.000 -0.014

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-1.898 6.301 0.011 0.448 -0.000 4.970

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

0.003 6.830 3.985 13.399 -0.000 -0.009

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-3.164 5.751 0.011 0.448 -0.000 8.284

110:1DL + 0.435LL + 1PE + 1EE + 1ML

0.005 6.632 6.635 22.033 0.000 -0.014

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-1.898 5.539 0.011 0.448 -0.000 4.970

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

0.004 6.068 3.985 13.399 -0.000 -0.009

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-3.163 5.088 0.011 0.448 -0.000 8.284

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

0.005 5.969 6.635 22.033 0.000 -0.014

115:1DL + 1LL + 1PO + 1EO + 1TL3

-0.598 17.148 3.106 9.608 -0.000 1.993

116:1DL + 1LL + 1PO + 1EO + 1TL3

-2.497 16.619 3.106 9.608 -0.000 6.964

117:1DL + 1LL + 1PO + 1EO + 1TL3

-0.596 17.148 7.081 22.559 -0.000 1.986

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.763 15.870 3.106 9.608 -0.000 10.278

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

-0.594 16.752 9.731 31.193 -0.000 1.980

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.598 15.624 3.106 9.608 -0.000 1.993

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-2.497 15.095 3.106 9.608 -0.000 6.964

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.596 15.624 7.081 22.559 -0.000 1.986

123:1DL + 0.435LL + 1PO + 1EO +

-3.763 14.544 3.106 9.608 -0.000 10.278

124:1DL + 0.435LL + 1PO + 1EO +

-0.594 15.426 9.731 31.193 -0.000 1.980

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.598 14.862 3.106 9.608 -0.000 1.993

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-2.497 14.333 3.106 9.608 -0.000 6.964

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.596 14.862 7.081 22.559 -0.000 1.985

128:1DL + 0.2175LL + 1PO + 1EO +

-3.763 13.881 3.106 9.608 -0.000 10.278

129:1DL + 0.2175LL + 1PO + 1EO +

-0.594 14.763 9.731 31.193 -0.000 1.980

130:1DL + 1PE + 1PT + 1EE +

-1.581 4.866 0.011 0.448 -0.000 4.141

131:1DL + 1PE + 1PT + 1EE +

0.003 5.306 3.323 11.240 -0.000 -0.008

132:1DL + 1PE + 1EE + 1ET +

-1.581 4.866 0.011 0.448 -0.000 4.141

133:1DL + 1PE + 1EE + 1ET +

0.003 5.306 3.323 11.240 -0.000 -0.008

201:1DL + 1PE + 1EE + 1ML +

-4.746 3.984 0.011 0.448 -0.000 12.426

202:1DL + 1PE + 1EE + 1ML +

0.007 5.306 9.947 32.826 0.000 -0.021

203:1.35DL + 1.5LL + 1.35PO +

-0.808 23.607 4.193 12.970 -0.000 2.691

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.555 21.675 4.193 12.970 -0.000 15.118

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

-0.802 22.997 14.130 45.349 -0.000 2.672

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-6.329 10.164 2.198 6.996 -0.001 21.051

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.479 11.280 -2.683 -11.923 0.000 1.595

208:1DL + 1LL + 1PO + 1EO + 1TL3

-7.619 15.808 2.762 8.780 -0.001 25.341

209:1DL + 1LL + 1PO + 1EO + 1TL3

-0.598 17.148 -3.096 -13.923 0.000 1.993

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-7.792 9.885 2.126 6.824 -0.001 25.915

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.479 11.280 -3.975 -16.825 0.000 1.595

212:1DL + 1LL + 1PO + 1EO + 1TL3

-7.912 15.753 2.748 8.745 -0.001 26.314

213:1DL + 1LL + 1PO + 1EO + 1TL3

-0.598 17.148 -3.354 -14.903 0.000 1.993

301:1DL + 1PE + 1EE + 1ML +

0.007 5.306 9.947 32.826 0.000 -0.021

302:1.35DL + 1.5LL + 1.35PO +

0.002 23.761 4.193 12.970 -0.000 -0.001

303:1.35DL + 1.3LL + 1.35PO +

0.007 23.152 14.130 45.349 -0.000 -0.020

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

0.001 11.371 -2.683 -11.923 0.000 -0.001

305:1DL + 1LL + 1PO + 1PAL + 1EO

0.001 17.262 -2.062 -10.001 0.000 -0.001

14/10/2013

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

0.001 11.371 -3.975 -16.825 0.000 -0.001

307:1DL + 1LL + 1PO + 1PAL + 1EO

0.001 17.262 -3.354 -14.903 0.000 -0.001

308:1.35DL + 1.35PT

0.002 7.163 0.014 0.604 -0.000 -0.002

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.005 12.952 -0.114 -1.042 -0.000 -0.008

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.742 11.021 -0.114 -1.042 -0.000 12.419

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

-5.848 3.850 -0.354 -1.307 -0.001 19.451

314:1DL + 1LL + 1VA + 1HA + 1EQL

-5.847 8.140 -0.371 -1.462 -0.001 19.450

321:1.35DL + 1.35PO + 1.35F1

-3.576 18.465 -0.447 -4.076 -0.001 11.896

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.479 11.280 -5.268 -21.727 0.000 1.595

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-0.598 14.100 -4.646 -19.806 0.000 1.993

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-9.255 9.606 2.055 6.651 -0.001 30.779

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

-9.374 12.426 2.676 8.573 -0.001 31.178

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.005 12.952 -0.114 -1.042 -0.000 -0.008

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.742 11.021 -0.114 -1.042 -0.000 12.419

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

-8.773 3.292 -0.498 -1.652 -0.001 29.180

414:1DL + 1LL + 1VA + 1HA +

-8.772 7.582 -0.515 -1.807 -0.001 29.179

501:COMBINATION LOAD CASE 1

0.001 14.824 -0.057 -2.386 0.000 -0.001


0.001 14.824 -5.225 -21.995 0.000 -0.001


0.000 0.000 -5.168 -19.609 0.000 -0.000


0.004 8.908 6.557 18.752 0.000 -0.013

7 10:DEAD LOAD (DL)

-0.001 6.344 0.033 0.511 -0.000 0.001

11:LIVE LOAD (LL) -0.001 -0.486 -0.000 -0.000 0.000 0.001


-0.001 7.140 -0.209 -3.235 0.000 0.002


-0.000 2.792 0.173 -1.740 -0.000 0.001


-0.000 -0.000 0.216 0.727 0.000 0.000


-2.654 0.234 -0.020 -0.180 -0.001 8.823


0.000 -0.000 3.381 12.943 -0.000 -0.000


-0.600 0.050 0.000 0.000 0.000 1.996

81:WIND LOAD IN +VE

-3.171 0.963 0.000 0.000 0.000 8.297


-0.000 -0.000 7.725 26.638 0.000 0.002


-5.861 0.485 -0.028 -0.206 -0.001 19.485


-0.000 -0.000 -5.633 -21.471 0.000 0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL

-3.172 7.307 0.033 0.511 -0.000 8.298

102:1DL + 1PE + 1EE + 1ML + 1WLT

-0.001 6.344 7.758 27.149 0.000 0.003

103:1DL + 1LL + 1PE + 1EE + 1ML +

-1.904 6.436 0.033 0.511 -0.000 4.980

104:1DL + 1LL + 1PE + 1EE + 1ML +

-0.002 5.858 4.668 16.494 0.000 0.003

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-3.172 6.885 0.033 0.511 -0.000 8.299

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

-0.002 5.921 7.758 27.149 0.000 0.003

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-1.904 6.679 0.033 0.511 -0.000 4.980

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

-0.001 6.101 4.668 16.494 0.000 0.003

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-3.172 7.096 0.033 0.511 -0.000 8.298

110:1DL + 0.435LL + 1PE + 1EE + 1ML

-0.002 6.133 7.758 27.149 0.000 0.003

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-1.904 6.801 0.033 0.511 -0.000 4.980

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

-0.001 6.223 4.668 16.494 0.000 0.002

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-3.172 7.202 0.033 0.511 -0.000 8.298

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

-0.002 6.238 7.758 27.149 0.000 0.003

115:1DL + 1LL + 1PO + 1EO + 1TL3

-0.603 13.048 3.205 10.218 -0.000 2.000

116:1DL + 1LL + 1PO + 1EO + 1TL3

-2.506 13.626 3.205 10.218 -0.000 6.978

117:1DL + 1LL + 1PO + 1EO + 1TL3

-0.603 13.048 7.840 26.201 0.000 2.001

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.774 14.075 3.205 10.218 -0.000 10.297

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

-0.604 13.111 10.931 36.856 0.000 2.001

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.603 13.291 3.205 10.218 -0.000 2.000

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-2.506 13.869 3.205 10.218 -0.000 6.978

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.603 13.291 7.840 26.201 0.000 2.001

123:1DL + 0.435LL + 1PO + 1EO +

-3.774 14.286 3.205 10.218 -0.000 10.296

124:1DL + 0.435LL + 1PO + 1EO +

-0.603 13.323 10.931 36.856 0.000 2.001

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.603 13.413 3.205 10.218 -0.000 1.999

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-2.505 13.991 3.205 10.218 -0.000 6.978

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.603 13.413 7.840 26.201 0.000 2.000

128:1DL + 0.2175LL + 1PO + 1EO +

-3.774 14.392 3.205 10.218 -0.000 10.296

129:1DL + 0.2175LL + 1PO + 1EO +

-0.603 13.428 10.931 36.856 0.000 2.001

130:1DL + 1PE + 1PT + 1EE +

-1.586 6.826 0.033 0.511 -0.000 4.150

131:1DL + 1PE + 1PT + 1EE +

-0.001 6.344 3.896 13.830 0.000 0.002

132:1DL + 1PE + 1EE + 1ET +

-1.586 6.826 0.033 0.511 -0.000 4.150

133:1DL + 1PE + 1EE + 1ET +

-0.001 6.344 3.896 13.830 0.000 0.002

201:1DL + 1PE + 1EE + 1ML +

-4.757 7.789 0.033 0.511 -0.000 12.447

202:1DL + 1PE + 1EE + 1ML +

-0.002 6.344 11.621 40.467 0.000 0.004

203:1.35DL + 1.5LL + 1.35PO +

-0.814 17.542 4.327 13.795 -0.000 2.700

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.571 19.084 4.327 13.795 -0.000 15.145

14/10/2013

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

-0.815 17.639 15.915 53.751 0.000 2.702

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-6.343 11.313 2.536 7.969 -0.001 21.084

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.482 10.827 -3.069 -13.297 0.000 1.599

208:1DL + 1LL + 1PO + 1EO + 1TL3

-7.636 13.631 3.172 9.971 -0.001 25.381

209:1DL + 1LL + 1PO + 1EO + 1TL3

-0.603 13.048 -3.554 -15.547 0.000 2.000

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-7.808 11.434 2.529 7.917 -0.001 25.955

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.482 10.827 -4.477 -18.665 0.000 1.599

212:1DL + 1LL + 1PO + 1EO + 1TL3

-7.929 13.655 3.170 9.961 -0.001 26.356

213:1DL + 1LL + 1PO + 1EO + 1TL3

-0.603 13.048 -3.836 -16.621 0.000 2.000

301:1DL + 1PE + 1EE + 1ML +

-0.002 6.344 11.621 40.467 0.000 0.004

302:1.35DL + 1.5LL + 1.35PO +

-0.004 17.475 4.327 13.795 -0.000 0.005

303:1.35DL + 1.3LL + 1.35PO +

-0.005 17.572 15.915 53.751 0.000 0.008

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-0.002 10.788 -3.069 -13.297 0.000 0.003

305:1DL + 1LL + 1PO + 1PAL + 1EO

-0.003 12.999 -2.428 -11.253 -0.000 0.004

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-0.002 10.788 -4.477 -18.665 0.000 0.003

307:1DL + 1LL + 1PO + 1PAL + 1EO

-0.003 12.999 -3.836 -16.621 0.000 0.004

308:1.35DL + 1.35PT

-0.001 8.565 0.045 0.690 -0.000 0.002

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.003 11.606 0.569 -0.677 -0.000 0.004

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.759 13.148 0.569 -0.677 -0.000 12.449

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

-5.862 7.794 0.309 -0.607 -0.001 19.486

314:1DL + 1LL + 1VA + 1HA + 1EQL

-5.863 9.136 0.393 -0.708 -0.001 19.487

321:1.35DL + 1.35PO + 1.35F1

-3.586 18.519 -0.265 -3.921 -0.001 11.915

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.482 10.827 -5.885 -24.032 0.000 1.599

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-0.603 13.534 -5.244 -21.989 0.000 1.999

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-9.273 11.555 2.522 7.866 -0.001 30.826

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

-9.394 14.262 3.163 9.909 -0.001 31.226

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.003 11.606 0.569 -0.677 -0.000 0.004

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.759 13.148 0.569 -0.677 -0.000 12.449

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

-8.792 8.037 0.295 -0.710 -0.001 29.229

414:1DL + 1LL + 1VA + 1HA +

-8.793 9.379 0.379 -0.811 -0.001 29.230


-0.002 13.387 -0.176 -2.724 0.000 0.003


-0.002 13.387 -5.809 -24.196 0.000 0.003


-0.000 -0.000 -5.633 -21.471 0.000 0.000


-0.002 7.140 7.516 23.402 0.000 0.004

13 10:DEAD LOAD (DL)

0.003 9.562 -0.047 0.501 -0.000 -0.003

11:LIVE LOAD (LL) 0.002 1.945 0.000 -0.000 0.000 -0.002


0.006 14.432 0.296 -3.172 0.000 -0.006


0.000 2.511 0.139 -1.957 -0.000 -0.000


-0.001 0.000 0.227 0.773 0.000 0.002


-2.652 -0.091 -0.064 -0.141 -0.001 8.819


0.000 -0.000 3.784 14.797 0.000 -0.000


-0.600 -0.019 0.000 0.000 0.000 1.995

81:WIND LOAD IN +VE

-3.169 -0.020 0.000 0.000 0.000 8.291


-0.001 0.000 8.710 31.472 0.000 0.003


-5.858 -0.183 -0.067 -0.151 -0.001 19.476


-0.000 0.000 -6.260 -24.445 -0.000 0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL

-3.166 9.542 -0.047 0.501 -0.000 8.289

102:1DL + 1PE + 1EE + 1ML + 1WLT

0.002 9.562 8.664 31.973 0.000 0.000

103:1DL + 1LL + 1PE + 1EE + 1ML +

-1.896 11.495 -0.047 0.501 -0.000 4.970

104:1DL + 1LL + 1PE + 1EE + 1ML +

0.004 11.507 5.180 19.384 0.000 -0.003

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-3.164 11.234 -0.047 0.501 -0.000 8.287

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

0.004 11.254 8.664 31.973 0.000 -0.002

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-1.897 10.522 -0.047 0.501 -0.000 4.971

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

0.003 10.534 5.180 19.384 0.000 -0.002

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-3.165 10.388 -0.047 0.501 -0.000 8.288

110:1DL + 0.435LL + 1PE + 1EE + 1ML

0.003 10.408 8.664 31.973 0.000 -0.001

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-1.898 10.036 -0.047 0.501 -0.000 4.971

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

0.003 10.048 5.180 19.384 0.000 -0.002

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-3.165 9.965 -0.047 0.501 -0.000 8.288

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

0.002 9.985 8.664 31.973 0.000 -0.000

115:1DL + 1LL + 1PO + 1EO + 1TL3

-0.590 25.921 4.033 12.127 0.000 1.984

116:1DL + 1LL + 1PO + 1EO + 1TL3

-2.491 25.908 4.033 12.127 0.000 6.959

117:1DL + 1LL + 1PO + 1EO + 1TL3

-0.590 25.921 9.260 31.010 0.000 1.986

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.759 25.648 4.033 12.127 0.000 10.276

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

-0.591 25.668 12.744 43.599 0.000 1.988

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.591 24.948 4.033 12.127 0.000 1.986

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-2.492 24.936 4.033 12.127 0.000 6.960

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.591 24.948 9.260 31.010 0.000 1.987

123:1DL + 0.435LL + 1PO + 1EO +

-3.759 24.801 4.033 12.127 0.000 10.277

14/10/2013

124:1DL + 0.435LL + 1PO + 1EO +

-0.592 24.822 12.744 43.599 0.000 1.989

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.591 24.462 4.033 12.127 0.000 1.986

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-2.492 24.450 4.033 12.127 0.000 6.961

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.592 24.462 9.260 31.010 0.000 1.988

128:1DL + 0.2175LL + 1PO + 1EO +

-3.760 24.378 4.033 12.127 0.000 10.278

129:1DL + 0.2175LL + 1PO + 1EO +

-0.592 24.399 12.744 43.599 0.000 1.989

130:1DL + 1PE + 1PT + 1EE +

-1.582 9.552 -0.047 0.501 -0.000 4.143

131:1DL + 1PE + 1PT + 1EE +

0.002 9.562 4.308 16.237 0.000 -0.001

132:1DL + 1PE + 1EE + 1ET +

-1.582 9.552 -0.047 0.501 -0.000 4.143

133:1DL + 1PE + 1EE + 1ET +

0.002 9.562 4.308 16.237 0.000 -0.001

201:1DL + 1PE + 1EE + 1ML +

-4.750 9.532 -0.047 0.501 -0.000 12.434

202:1DL + 1PE + 1EE + 1ML +

0.001 9.562 13.019 47.708 0.001 0.002

203:1.35DL + 1.5LL + 1.35PO +

-0.796 35.284 5.445 16.371 0.000 2.679

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.549 34.865 5.445 16.371 0.000 15.116

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

-0.798 34.896 18.511 63.579 0.001 2.683

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-6.331 18.998 3.160 9.551 -0.001 21.065

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.473 19.180 -3.033 -14.743 -0.000 1.589

208:1DL + 1LL + 1PO + 1EO + 1TL3

-7.619 25.701 3.953 11.946 -0.001 25.355

209:1DL + 1LL + 1PO + 1EO + 1TL3

-0.590 25.921 -3.479 -17.207 -0.000 1.984

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-7.795 18.952 3.143 9.513 -0.001 25.934

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.473 19.180 -4.598 -20.855 -0.000 1.589

212:1DL + 1LL + 1PO + 1EO + 1TL3

-7.912 25.692 3.950 11.938 -0.001 26.329

213:1DL + 1LL + 1PO + 1EO + 1TL3

-0.590 25.921 -3.791 -18.429 -0.000 1.984

301:1DL + 1PE + 1EE + 1ML +

0.001 9.562 13.019 47.708 0.001 0.002

302:1.35DL + 1.5LL + 1.35PO +

0.014 35.310 5.445 16.371 0.000 -0.015

303:1.35DL + 1.3LL + 1.35PO +

0.013 34.921 18.511 63.579 0.001 -0.010

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

0.007 19.195 -3.033 -14.743 -0.000 -0.007

305:1DL + 1LL + 1PO + 1PAL + 1EO

0.010 25.939 -2.227 -12.318 -0.000 -0.011

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

0.007 19.195 -4.598 -20.855 -0.000 -0.007

307:1DL + 1LL + 1PO + 1PAL + 1EO

0.010 25.939 -3.791 -18.429 -0.000 -0.011

308:1.35DL + 1.35PT

0.004 12.908 -0.063 0.676 -0.000 -0.004

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.007 19.216 0.431 -0.922 -0.000 -0.005

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.747 18.797 0.431 -0.922 -0.000 12.432

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

-5.855 9.475 0.189 -0.697 -0.001 19.475

314:1DL + 1LL + 1VA + 1HA + 1EQL

-5.853 13.835 0.252 -0.834 -0.001 19.472

321:1.35DL + 1.35PO + 1.35F1

-3.569 32.270 0.250 -3.796 -0.001 11.894

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.473 19.180 -6.163 -26.966 -0.000 1.589

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-0.592 23.975 -5.356 -24.540 -0.000 1.987

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-9.260 18.906 3.127 9.475 -0.001 30.803

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

-9.378 23.701 3.933 11.901 -0.001 31.200

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.007 19.216 0.431 -0.922 -0.000 -0.005

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.747 18.797 0.431 -0.922 -0.000 12.432

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

-8.784 9.384 0.155 -0.773 -0.001 29.212

414:1DL + 1LL + 1VA + 1HA +

-8.782 13.744 0.219 -0.909 -0.001 29.210


0.009 24.383 0.249 -2.671 0.000 -0.009


0.009 24.383 -6.011 -27.115 -0.000 -0.009


-0.000 0.000 -6.260 -24.445 -0.000 0.000


0.005 14.432 9.006 28.300 0.000 -0.003


-0.003 9.779 -0.047 0.510 -0.000 0.003

11:LIVE LOAD (LL) -0.002 1.873 0.000 -0.000 0.000 0.002


-0.006 14.117 0.296 -3.228 0.000 0.007


-0.000 3.018 0.249 -1.687 0.000 0.000


0.001 -0.000 0.217 0.730 -0.000 -0.002


-2.653 -0.135 0.073 0.279 -0.001 8.821


0.000 -0.000 3.824 15.032 -0.001 -0.000


-0.600 -0.029 -0.000 -0.000 0.000 1.996

81:WIND LOAD IN +VE

-3.171 -0.926 -0.000 -0.000 0.000 8.296


0.002 -0.000 8.514 30.619 -0.001 -0.005


-5.859 -0.286 0.083 0.311 -0.001 19.480


-0.000 -0.000 -6.282 -24.652 0.001 0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL

-3.174 8.853 -0.047 0.510 -0.000 8.299

102:1DL + 1PE + 1EE + 1ML + 1WLT

-0.001 9.779 8.467 31.129 -0.001 -0.002

103:1DL + 1LL + 1PE + 1EE + 1ML +

-1.907 11.096 -0.047 0.510 -0.000 4.983

104:1DL + 1LL + 1PE + 1EE + 1ML +

-0.004 11.652 5.062 18.881 -0.001 0.003

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-3.175 10.482 -0.047 0.510 -0.000 8.301

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

-0.003 11.408 8.467 31.129 -0.001 0.000

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-1.906 10.160 -0.047 0.510 -0.000 4.982

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

-0.003 10.715 5.062 18.881 -0.001 0.001

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-3.175 9.667 -0.047 0.510 -0.000 8.300

14/10/2013

110:1DL + 0.435LL + 1PE + 1EE + 1ML

-0.002 10.594 8.467 31.129 -0.001 -0.001

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-1.906 9.692 -0.047 0.510 -0.000 4.981

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

-0.002 10.247 5.062 18.881 -0.001 0.001

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-3.174 9.260 -0.047 0.510 -0.000 8.300

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

-0.002 10.186 8.467 31.129 -0.001 -0.001

115:1DL + 1LL + 1PO + 1EO + 1TL3

-0.611 25.740 4.074 12.313 -0.000 2.009

116:1DL + 1LL + 1PO + 1EO + 1TL3

-2.514 25.184 4.074 12.313 -0.000 6.986

117:1DL + 1LL + 1PO + 1EO + 1TL3

-0.610 25.740 9.182 30.685 -0.001 2.005

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.782 24.570 4.074 12.313 -0.000 10.304

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

-0.610 25.496 12.588 42.932 -0.002 2.003

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.610 24.803 4.074 12.313 -0.000 2.008

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-2.513 24.248 4.074 12.313 -0.000 6.985

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.609 24.803 9.182 30.685 -0.001 2.004

123:1DL + 0.435LL + 1PO + 1EO +

-3.781 23.755 4.074 12.313 -0.000 10.303

124:1DL + 0.435LL + 1PO + 1EO +

-0.609 24.682 12.588 42.932 -0.002 2.002

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.610 24.335 4.074 12.313 -0.000 2.007

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-2.512 23.780 4.074 12.313 -0.000 6.984

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.609 24.335 9.182 30.685 -0.001 2.004

128:1DL + 0.2175LL + 1PO + 1EO +

-3.781 23.348 4.074 12.313 -0.000 10.302

129:1DL + 0.2175LL + 1PO + 1EO +

-0.608 24.274 12.588 42.932 -0.002 2.002

130:1DL + 1PE + 1PT + 1EE +

-1.588 9.316 -0.047 0.510 -0.000 4.151

131:1DL + 1PE + 1PT + 1EE +

-0.002 9.779 4.210 15.819 -0.001 0.001

132:1DL + 1PE + 1EE + 1ET +

-1.588 9.316 -0.047 0.510 -0.000 4.151

133:1DL + 1PE + 1EE + 1ET +

-0.002 9.779 4.210 15.819 -0.001 0.001

201:1DL + 1PE + 1EE + 1ML +

-4.759 8.390 -0.047 0.510 -0.000 12.447

202:1DL + 1PE + 1EE + 1ML +

-0.000 9.779 12.725 46.438 -0.002 -0.005

203:1.35DL + 1.5LL + 1.35PO +

-0.826 35.030 5.500 16.623 -0.001 2.712

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.581 33.266 5.500 16.623 -0.001 15.155

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

-0.823 34.655 18.271 62.551 -0.003 2.704

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-6.347 18.808 3.342 10.161 -0.001 21.086

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.487 19.094 -3.023 -14.802 0.001 1.605

208:1DL + 1LL + 1PO + 1EO + 1TL3

-7.643 25.397 4.173 12.686 -0.002 25.385

209:1DL + 1LL + 1PO + 1EO + 1TL3

-0.611 25.740 -3.465 -17.269 0.001 2.009

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-7.812 18.736 3.363 10.239 -0.001 25.956

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.487 19.094 -4.594 -20.965 0.001 1.605

212:1DL + 1LL + 1PO + 1EO + 1TL3

-7.936 25.382 4.178 12.702 -0.002 26.359

213:1DL + 1LL + 1PO + 1EO + 1TL3

-0.611 25.740 -3.779 -18.502 0.001 2.009

301:1DL + 1PE + 1EE + 1ML +

-0.000 9.779 12.725 46.438 -0.002 -0.005

302:1.35DL + 1.5LL + 1.35PO +

-0.015 35.069 5.500 16.623 -0.001 0.018

303:1.35DL + 1.3LL + 1.35PO +

-0.013 34.694 18.271 62.551 -0.003 0.010

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-0.007 19.117 -3.023 -14.802 0.001 0.009

305:1DL + 1LL + 1PO + 1PAL + 1EO

-0.011 25.769 -2.208 -12.339 0.000 0.013

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-0.007 19.117 -4.594 -20.965 0.001 0.009

307:1DL + 1LL + 1PO + 1PAL + 1EO

-0.011 25.769 -3.779 -18.502 0.001 0.013

308:1.35DL + 1.35PT

-0.004 13.202 -0.063 0.688 -0.000 0.005

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.006 20.085 0.565 -0.604 0.000 0.005

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.762 18.321 0.565 -0.604 0.000 12.448

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

-5.861 9.952 0.418 -0.047 -0.001 19.481

314:1DL + 1LL + 1VA + 1HA + 1EQL

-5.864 14.384 0.502 -0.137 -0.001 19.484

321:1.35DL + 1.35PO + 1.35F1

-3.594 32.079 0.436 -3.293 -0.001 11.923

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.487 19.094 -6.164 -27.128 0.001 1.605

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-0.609 23.867 -5.349 -24.665 0.001 2.006

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-9.277 18.665 3.384 10.317 -0.002 30.826

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

-9.398 23.438 4.198 12.779 -0.002 31.227

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.006 20.085 0.565 -0.604 0.000 0.005

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.762 18.321 0.565 -0.604 0.000 12.448

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

-8.791 9.809 0.459 0.108 -0.001 29.222

414:1DL + 1LL + 1VA + 1HA +

-8.794 14.241 0.543 0.019 -0.001 29.224


-0.010 24.271 0.249 -2.718 0.000 0.011


-0.010 24.271 -6.033 -27.371 0.001 0.011


-0.000 -0.000 -6.282 -24.652 0.001 0.000


-0.005 14.117 8.811 27.391 -0.001 0.002


-0.000 4.649 0.050 0.550 -0.000 0.001

11:LIVE LOAD (LL) 0.001 -0.380 -0.000 -0.000 0.000 -0.001


0.002 7.602 -0.315 -3.485 0.000 -0.002


-0.001 0.777 -0.293 -1.806 0.000 0.002


-0.001 0.000 0.169 0.580 -0.000 0.004


-2.651 0.528 0.285 0.675 -0.001 8.815


0.000 0.000 3.667 13.742 -0.000 -0.000

14/10/2013


-0.600 0.113 -0.000 -0.000 0.000 1.994

81:WIND LOAD IN +VE

-3.165 0.865 -0.000 -0.000 0.000 8.286


-0.004 0.000 7.563 24.829 -0.001 0.014


-5.852 1.099 0.299 0.736 -0.001 19.460


-0.000 0.000 -5.937 -22.268 0.001 0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL

-3.165 5.514 0.050 0.550 -0.000 8.286

102:1DL + 1PE + 1EE + 1ML + 1WLT

-0.004 4.649 7.612 25.379 -0.001 0.014

103:1DL + 1LL + 1PE + 1EE + 1ML +

-1.898 4.788 0.050 0.550 -0.000 4.971

104:1DL + 1LL + 1PE + 1EE + 1ML +

-0.002 4.270 4.587 15.448 -0.001 0.008

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-3.165 5.184 0.050 0.550 -0.000 8.285

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

-0.004 4.319 7.612 25.379 -0.001 0.014

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-1.899 4.978 0.050 0.550 -0.000 4.972

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

-0.002 4.459 4.587 15.448 -0.001 0.008

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-3.165 5.349 0.050 0.550 -0.000 8.286

110:1DL + 0.435LL + 1PE + 1EE + 1ML

-0.004 4.484 7.612 25.379 -0.001 0.014

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-1.899 5.073 0.050 0.550 -0.000 4.972

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

-0.003 4.554 4.587 15.448 -0.001 0.009

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-3.165 5.431 0.050 0.550 -0.000 8.286

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

-0.004 4.567 7.612 25.379 -0.001 0.014

115:1DL + 1LL + 1PO + 1EO + 1TL3

-0.597 11.984 3.401 10.808 -0.000 1.993

116:1DL + 1LL + 1PO + 1EO + 1TL3

-2.496 12.503 3.401 10.808 -0.000 6.964

117:1DL + 1LL + 1PO + 1EO + 1TL3

-0.600 11.984 7.939 25.705 -0.001 2.001

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.762 12.898 3.401 10.808 -0.000 10.278

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

-0.602 12.034 10.964 35.637 -0.001 2.006

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.598 12.174 3.401 10.808 -0.000 1.993

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-2.497 12.693 3.401 10.808 -0.000 6.964

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.600 12.174 7.939 25.705 -0.001 2.001

123:1DL + 0.435LL + 1PO + 1EO +

-3.763 13.063 3.401 10.808 -0.000 10.279

124:1DL + 0.435LL + 1PO + 1EO +

-0.602 12.199 10.964 35.637 -0.001 2.007

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.598 12.269 3.401 10.808 -0.000 1.993

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-2.497 12.788 3.401 10.808 -0.000 6.965

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.600 12.269 7.939 25.705 -0.001 2.001

128:1DL + 0.2175LL + 1PO + 1EO +

-3.763 13.146 3.401 10.808 -0.000 10.279

129:1DL + 0.2175LL + 1PO + 1EO +

-0.602 12.281 10.964 35.637 -0.001 2.007

130:1DL + 1PE + 1PT + 1EE +

-1.583 5.081 0.050 0.550 -0.000 4.143

131:1DL + 1PE + 1PT + 1EE +

-0.002 4.649 3.831 12.965 -0.000 0.007

132:1DL + 1PE + 1EE + 1ET +

-1.583 5.081 0.050 0.550 -0.000 4.143

133:1DL + 1PE + 1EE + 1ET +

-0.002 4.649 3.831 12.965 -0.000 0.007

201:1DL + 1PE + 1EE + 1ML +

-4.748 5.946 0.050 0.550 -0.000 12.429

202:1DL + 1PE + 1EE + 1ML +

-0.006 4.649 11.394 37.794 -0.001 0.021

203:1.35DL + 1.5LL + 1.35PO +

-0.806 16.122 4.592 14.591 -0.000 2.690

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.554 17.495 4.592 14.591 -0.000 15.118

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

-0.813 16.198 15.936 51.834 -0.002 2.711

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-6.330 10.991 3.020 9.382 -0.001 21.055

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.478 9.891 -3.216 -13.622 0.000 1.595

208:1DL + 1LL + 1PO + 1EO + 1TL3

-7.620 13.304 3.760 11.691 -0.001 25.345

209:1DL + 1LL + 1PO + 1EO + 1TL3

-0.597 11.984 -3.723 -15.914 0.000 1.993

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-7.793 11.265 3.095 9.566 -0.001 25.920

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.478 9.891 -4.700 -19.189 0.001 1.595

212:1DL + 1LL + 1PO + 1EO + 1TL3

-7.912 13.359 3.775 11.728 -0.001 26.318

213:1DL + 1LL + 1PO + 1EO + 1TL3

-0.597 11.984 -4.020 -17.027 0.000 1.993

301:1DL + 1PE + 1EE + 1ML +

-0.006 4.649 11.394 37.794 -0.001 0.021

302:1.35DL + 1.5LL + 1.35PO +

0.003 15.970 4.592 14.591 -0.000 -0.003

303:1.35DL + 1.3LL + 1.35PO +

-0.003 16.046 15.936 51.834 -0.002 0.018

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

0.001 9.801 -3.216 -13.622 0.000 -0.001

305:1DL + 1LL + 1PO + 1PAL + 1EO

0.002 11.872 -2.536 -11.460 0.000 -0.002

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

0.001 9.801 -4.700 -19.189 0.001 -0.001

307:1DL + 1LL + 1PO + 1PAL + 1EO

0.002 11.872 -4.020 -17.027 0.000 -0.002

308:1.35DL + 1.35PT

-0.000 6.276 0.067 0.743 -0.000 0.001

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.003 6.756 -0.101 -0.912 -0.000 0.007

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.750 8.129 -0.101 -0.912 -0.000 12.435

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

-5.854 5.441 0.239 0.195 -0.001 19.465

314:1DL + 1LL + 1VA + 1HA + 1EQL

-5.854 6.146 0.224 0.060 -0.001 19.465

321:1.35DL + 1.35PO + 1.35F1

-3.576 17.252 0.026 -3.050 -0.001 11.899

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-0.478 9.891 -6.184 -24.756 0.001 1.595

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-0.598 12.364 -5.504 -22.594 0.001 1.993

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-9.256 11.540 3.169 9.750 -0.001 30.785

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

-9.376 14.013 3.850 11.912 -0.001 31.184

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.003 6.756 -0.101 -0.912 -0.000 0.007

14/10/2013

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-4.750 8.129 -0.101 -0.912 -0.000 12.435

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

-8.780 5.990 0.388 0.563 -0.001 29.195

414:1DL + 1LL + 1VA + 1HA +

-8.780 6.696 0.373 0.428 -0.001 29.195


0.002 12.175 -0.266 -2.934 0.000 -0.001


0.002 12.175 -6.203 -25.202 0.001 -0.001


-0.000 0.000 -5.937 -22.268 0.001 0.000


-0.002 7.602 7.247 21.344 -0.001 0.012

Reaction Summary Horizontal Vertical Horizontal Moment

Node L/C FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

Max FX

13 302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

0.014 35.310 5.445 16.371

0.000

-0.015

Min FX

19 404:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQL + 1.5EQL1

-9.398 23.438 4.198 12.779

-0.002

31.227 Max

FY 13 302:1.35DL + 1.5LL + 1.35PO + 1.35PAL +

1.35EO + 1.35TLT 0.014 35.310 5.445

16.371

0.000 -0.015

Min FY

1 91:EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL)

-5.851 -1.116 -0.287 -0.690 -0.001

19.456 Max

FZ 13 205:1.35DL + 1.3LL + 1.35PO + 1.35EO +

1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT -0.798 34.896 18.511

63.579

0.001 2.683

Min FZ

19 92:EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)

-0.000 -0.000 -6.282 -24.652

0.001

0.000

Max MX

13 205:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT

-0.798 34.896 18.511 63.579

0.001

2.683

Min MX

19 502:COMBINATION LOAD CASE 1 -0.010 24.271 -6.033 -27.371

0.001

0.011

Max MY

19 502:COMBINATION LOAD CASE 1 -0.010 24.271 -6.033 -27.371

0.001

0.011

Min MY


-0.823 34.655 18.271 62.551

-0.003

2.704

Max MZ

19 404:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQL + 1.5EQL1

-9.398 23.438 4.198 12.779

-0.002

31.227 Min

MZ 1 202:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.007 5.306 9.947

32.826

0.000 -0.021

Utilization Ratio Beam

Analysis Property

Design Property

Actual Ratio

Allowable Ratio

Ratio (Act./Allow.)

Clause L/C Ax (cm

2)

Iz (cm

4)

Iy (cm

4)

Ix (cm

4)

1 HE180A HE180A 0.752 1.000 0.752 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 2 HE180A HE180A 4.008 1.000 4.008

45.300 2.51E

3

925.000

14.800 3 HE180A HE180A 4.186 1.000 4.186 45.300

2.51E 3

925.000

14.800 4 HE140A HE140A 0.111 1.000 0.111 EC-6.2.9.1 204

31.400 1.03E

3

389.000 8.100

5 HE140A HE140A 0.113 1.000 0.113 EC-6.2.9.1 204 31.400

1.03E 3

389.000

8.100

6 HE140A N/A 31.400

1.03E 3

389.000

8.100

7 HE180A HE180A 0.892 1.000 0.892 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 13 HE180A HE180A 0.025 1.000 0.025 123

45.300 2.51E

3

925.000

14.800 14 HE180A HE180A 0.026 1.000 0.026 123 45.300

2.51E 3

925.000

14.800 15 HE180A HE180A 5.011 1.000 5.011 123

45.300 2.51E

3

925.000

14.800 16 HE180A HE180A 5.148 1.000 5.148 123 45.300

2.51E 3

925.000

14.800 17 HE140A HE140A 0.046 1.000 0.046 EC-6.3.2

LTB 205

31.400 1.03E

3

389.000 8.100

18 HE140A HE140A 0.068 1.000 0.068 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

19 HE140A N/A 31.400

1.03E 3

389.000

8.100

20 HE180A HE180A 1.055 1.000 1.055 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 21 HE180A HE180A 0.032 1.000 0.032 123

45.300 2.51E

3

925.000

14.800 22 HE180A HE180A 0.039 1.000 0.039 123 45.300

2.51E 3

925.000

14.800 23 HE180A HE180A 5.882 1.000 5.882 123

45.300 2.51E

3

925.000

14.800 24 HE180A HE180A 6.229 1.000 6.229 123 45.300

2.51E 3

925.000

14.800 25 HE140A HE140A 0.061 1.000 0.061 EC-6.3.2

LTB 203

31.400 1.03E

3

389.000 8.100

26 HE140A HE140A 0.119 1.000 0.119 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

27 HE140A N/A 31.400

1.03E 3

389.000

8.100

28 HE180A HE180A 1.038 1.000 1.038 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 29 HE180A HE180A 0.225 1.000 0.225 124

45.300 2.51E

3

925.000

14.800 30 HE180A HE180A 0.170 1.000 0.170 124 45.300

2.51E 3

925.000

14.800 31 HE180A HE180A 5.775 1.000 5.775 124

45.300 2.51E

3

925.000

14.800 32 HE180A HE180A 6.119 1.000 6.119 124 45.300

2.51E 3

925.000

14.800 33 HE140A HE140A 0.060 1.000 0.060 EC-6.3.2

LTB 203

31.400 1.03E

3

389.000 8.100

34 HE140A HE140A 0.119 1.000 0.119 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

35 HE140A N/A 31.400

1.03E 3

389.000

8.100

36 HE180A HE180A 0.225 1.000 0.225 124 45.300

2.51E 3

925.000

14.800 37 HE180A HE180A 0.170 1.000 0.170 124

45.300 2.51E

3

925.000

14.800 38 HE140A HE140A 0.073 1.000 0.073 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

14/10/2013

39 HE140A HE140A 0.029 1.000 0.029 EC-6.3.2 LTB

202 31.400

1.03E 3

389.000

8.100

40 HE140A N/A 31.400

1.03E 3

389.000

8.100

41 HE180A HE180A 0.860 1.000 0.860 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 42 HE180A HE180A 0.040 1.000 0.040 123

45.300 2.51E

3

925.000

14.800 43 HE180A HE180A 0.048 1.000 0.048 123 45.300

2.51E 3

925.000

14.800 44 HE180A HE180A 4.662 1.000 4.662 123

45.300 2.51E

3

925.000

14.800 45 HE180A HE180A 4.779 1.000 4.779 123 45.300

2.51E 3

925.000

14.800 46 HE140A HE140A 0.111 1.000 0.111 EC-6.2.9.1 204

31.400 1.03E

3

389.000 8.100

47 HE140A HE140A 0.112 1.000 0.112 EC-6.2.9.1 204 31.400

1.03E 3

389.000

8.100

48 HE140A N/A 31.400

1.03E 3

389.000

8.100

49 HE180A N/A 45.300

2.51E 3

925.000

14.800 50 HE180A N/A

45.300 2.51E

3

925.000

14.800 Failed Members Beam

Analysis Property

Design Property

Actual Ratio

Allowable Ratio

Ratio (Act./Allow.)

Clause L/C Ax (cm

2)

Iz (cm

4)

Iy (cm

4)

Ix (cm

4)

24 HE180A HE180A 6.229 1.000 6.229 123 45.300

2.51E 3

925.000

14.800 32 HE180A HE180A 6.119 1.000 6.119 124

45.300 2.51E

3

925.000

14.800 23 HE180A HE180A 5.882 1.000 5.882 123 45.300

2.51E 3

925.000

14.800 31 HE180A HE180A 5.775 1.000 5.775 124

45.300 2.51E

3

925.000

14.800 16 HE180A HE180A 5.148 1.000 5.148 123 45.300

2.51E 3

925.000

14.800 15 HE180A HE180A 5.011 1.000 5.011 123

45.300 2.51E

3

925.000

14.800 45 HE180A HE180A 4.779 1.000 4.779 123 45.300

2.51E 3

925.000

14.800 44 HE180A HE180A 4.662 1.000 4.662 123

45.300 2.51E

3

925.000

14.800 3 HE180A HE180A 4.186 1.000 4.186 45.300

2.51E 3

925.000

14.800 2 HE180A HE180A 4.008 1.000 4.008

45.300 2.51E

3

925.000

14.800 20 HE180A HE180A 1.055 1.000 1.055 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 28 HE180A HE180A 1.038 1.000 1.038 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800

14/10/2013

Z:-20

Z:-29

Z:-20

Z:-20 Z:-25

Z:-29 Z:-38

Z:-25

Z:-28 Z:-25

Z:-43

Z:-28

Z:-38

Z:-26 Z:-28

Z:-39

Z:-26

Z:-43

Z:-26

Z:-21

Z:-39

Z:-32

Z:-21

Z:-21 Z:-17

Z:-32

Z:-26

Z:-17

Z:-17

Z:-26

DisplacementLoad 114 : Displacement - mm

X

Y

Z

Whole Structure Displacements 100mm:1m 114 1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLT

14/10/2013

X:16

X:17

X:16

X:16 X:16

X:17 X:15

X:16

X:16 X:16

X:16

X:16

X:15

X:16 X:16

X:16

X:16

X:16

X:16 X:16

X:16 X:15

X:16

X:16 X:16

X:15 X:17

X:16

X:16

X:17

DisplacementLoad 113 :

Displacement - mm

X

Y

Z

Whole Structure Displacements 100mm:1m 113 1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLL

14/10/2013

0.835

0.119

0. 03520. 0411

0 . 0 5 3 4

0.0253

1.01

0.12

0.0603

0. 06340. 0

4830. 2

22

0 . 1 2 9

0.0255

0.0729

0 . 0 1 5 8

0.119

0 . 22 2

0. 166

0 . 0 2 0 6

1.03

0 . 0 3 6

0.0611

0. 062

0.0291

0. 166

0 . 03 2 7

0 . 1 2 9

0 . 0 2 5 5

0.869

0.119

0.046

0 . 0 3 60 . 0

3 8 9

0. 0258

0 . 0 5 9 4

0 . 0 2 5 4

0.731

0.0687

0.119

0 . 0 3 60. 0

268

0 . 0 7 8 4

0 . 0 3 63

0.121

Load 113

X

Y

Z

UTILITY RATIO – ULS

14/10/2013

0.835

0.119

4. 630 . 0 4

1 1

4.52

1.01

0.12

0.0603

5. 96 0 . 04 8 3

0 . 22 2

5.61

0.0729

0.119

0 . 22 2

0 . 16 6

1.03

0.0611

6. 07

0.0291

0 . 16 6

0 . 03 2 7

5. 72

0.869

0.119

0.046

5. 01 0 . 03 8 9

0 . 02 5 8

4. 87

0.731

0.0687

0.119

4. 06 0 . 02 6 8

3. 88

0.121

Load 113

X

Y

Z

UTILITY RATIO / SLS



PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156


ATTACHMENT 2

PIPE RACK PR-V2

STAAD OUTPUT

14/10/2013

STAAD.Pro Report

To: From:


11:45:00

Ref: ca/ Document1

Job Information


Name: A.K.

Date: 06-Oct-13









Type L/C Name






















14/10/2013
























Nodes Node

X (m)

Y (m)

Z (m)

1 0.00 0.00 0.00

2 0.00 3.40 0.00

3 0.00 3.40 0.90

4 0.00 3.40 -0.90

5 0.00 4.50 0.90

6 0.00 4.50 -0.90

7 3.70 0.00 0.00

8 3.70 3.40 0.00

9 3.70 3.40 0.90

14/10/2013

10 3.70 3.40 -0.90

11 3.70 4.50 -0.90

12 3.70 4.50 0.90

7

10

11

1

8

94

126

2

3

5

Load 10

X

Y

Z

NODE NUMBERS

Beams Beam Node A Node B

Length (m)

Property β

(degrees)

1 1 2 3.40 2 90

2 3 2 0.90 2 0

3 2 4 0.90 2 0

4 4 6 1.10 1 90

5 3 5 1.10 1 90

6 5 6 1.80 1 0

7 7 8 3.40 2 90

13 4 10 3.70 2 0

14 3 9 3.70 2 0

15 9 8 0.90 2 0

16 8 10 0.90 2 0

17 10 11 1.10 1 90

18 9 12 1.10 1 90

19 12 11 1.80 1 0

14/10/2013

7

17

16

1 315

19

1

18

4

3

1 4

2

6

5

Load 10

X

Y

Z

BEAM NUMBERS


Area (cm

2)

Iyy (cm

4)

Izz (cm

4)

J (cm

4)

Material

1 HE140A 31.400 389.000 1.03E 3 6.422 STEEL

2 HE180A 45.300 925.000 2.51E 3 11.451 STEEL

14/10/2013

HE180A

HE140A

HE18 0AH E

1 8 0A

HE180A

HE140A

HE180A

HE140A

HE140A

HE180A

H E1 8 0

A

HE18 0A

HE140 A

HE140A

Load 10

X

Y

Z

PROFILE SECTION PROPERTIES

Materials Mat Name

E (kN/mm

2)

ν Density (kg/m

3)

α

(/°C)

3 STEEL 205.000 0.300 7.83E 3 12E -6


5 ALUMINUM 68.948 0.330 2.71E 3 23E -6

6 CONCRETE 21.718 0.170 2.4E 3 10E -6

Supports Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX (kN

-m/deg)

rY (kN

-m/deg)

rZ (kN

-m/deg)






11 LIVE LOAD (LL)


14/10/2013



















1.00






1.00







0.60







0.60







1.00







1.00







0.60






14/10/2013


0.60







1.00







1.00







0.60







0.60







1.00







1.00

















0.60










0.60










1.00

14/10/2013










1.00

















0.60










0.60










1.00










1.00


















0.60









14/10/2013


0.60










1.00










1.00






0.50






0.50






0.50






0.50






1.50






1.50



















1.50








14/10/2013



1.50









1.00


1.00









1.00


1.00










1.20


1.20










1.20


1.20









1.25


1.25









1.25


1.25










1.25


1.25










1.25

14/10/2013


1.25






1.50

302 1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT















1.50

304 0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1EQT + 1EQT1







1.00


1.00









1.00


1.00








1.25


1.25









1.25


1.25

308 1.35DL + 1.35PT 10 DEAD LOAD (DL) 1.35





1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.00


1.00




1.00


1.00

14/10/2013


1.00


1.00




1.35









1.50


1.50









1.50


1.50









1.50


1.50









1.50


1.50




1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.50


1.50




1.00


1.00


1.50


1.50










1.00


1.00


1.00


1.00

14/10/2013



1.00


Importance Factor

Rw X Rw Z Site Soil

Ct Period X

(sec) Period Z

(sec) Accidental Torsion

0.075 1.000 3.000 3.000 1.000 - - - No

Selfweight included Beam Concentrated Weights Weight

(kN) d

(m) Beams

2.800 0.20 6, 19

0.500 0.60 3, 16

0.200 0.45 3, 16

0.200 0.33 3, 16

0.200 0.22 3, 16

1.900 0.80 2, 15

1.900 0.59 2, 15

0.500 0.36 2, 15

0.500 0.22 2, 15

0.600 1.55 6, 19

0.600 0.95 6, 19


Da (m)

Fb Db Ecc. (m)

6 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

19 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -


Y -1.050

14/10/2013

-0.600

-0.600

-0.600

-0.600


X

Y

Z

1m 10 DEAD LOAD (DL)

14/10/2013


Da (m)

Fb Db Ecc. (m)

6 CON kN GY -3.000 - - - -

-3.000

Load 11<kN>

X

Y

Z

11 LIVE LOAD (LL)


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - -1.900 - - - -

8 - -1.900 - - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

3 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

6 CON kN GY -2.800 0.20 - - -

15 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

16 CON kN GY -0.200 0.22 - - -

14/10/2013

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

19 CON kN GY -2.800 0.20 - - -

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800 -1.900

-1.900

Load 22<kN>

X

Y

Z


DETAIL “A”

DETAIL „A“

14/10/2013


Da (m)

Fb Db Ecc. (m)

14 CON kN GY -2.500 - - - -

-2.500

Load 31<kN>

X

Y

Z



Da (m)

Fb Db Ecc. (m)

14 CON kN GZ -0.250 - - - -

14/10/2013

-0.250

Load 32<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 0.630 - - - - -

8 0.630 - - - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GX 0.630 0.59 - - -

6 CON kN GX 0.950 0.20 - - -

15 CON kN GX 0.630 0.59 - - -

19 CON kN GX 0.950 0.20 - - -

14/10/2013

0.630

0.950

0.630

0.950

0.630

0.630

Load 35<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -1.770 - - -

8 - - -1.770 - - -


Da (m)

Fb Db Ecc. (m)

6 CON kN GZ -1.200 - - - -

19 CON kN GZ -1.200 - - - -

14/10/2013

-1.200

-1.200 -1.770

-1.770

Load 51<kN>

X

Y

Z

PIPE THERMAL TRANSVERSE LOAD (TLT)


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 0.300 - - - - -

8 0.300 - - - - -


Da (m)

Fb Db Ecc. (m)

6 CON kN GX 0.200 - - - -

19 CON kN GX 0.200 - - - -

14/10/2013

0.200

0.200 0.300

0.300

Load 52<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

3 1.130 - - - - -

4 1.130 - - - - -

5 1.130 - - - - -

6 1.130 - - - - -

9 1.130 - - - - -

10 1.130 - - - - -

11 1.130 - - - - -

12 1.130 - - - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GX 0.410 - - - -

7 UNI kN/m GX 0.410 - - - -

14/10/2013

0.410

1.130

1.130

1.130 1.130

1.130 1.130

1.130

1.130

Load 81<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

3 - - -1.270 - - -

5 - - -1.270 - - -

9 - - -1.270 - - -

12 - - -1.270 - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GZ -0.410 - - - -

7 UNI kN/m GZ -0.410 - - - -

14 UNI kN/m GZ -0.410 - - - -

14/10/2013

-0.410

-0.410

-1.270

-1.270

-1.270

-1.270

Load 82<kN>

X

Y

Z


14/10/2013



UBC X 1.000

0.072

0.094

0.223

0.119 0.072

0.200 0.094

0.223

0.119

0.200

Load 91<kN>

X

Y

Z


14/10/2013



UBC Z 1.000

0.072

0.094

0.223

0.119

0.072

0.200

0.094

0.223

0.119

0.200

Load 92<kN>

X

Y

Z


Reactions


Node L/C FX

(kN) FY

(kN) FZ

(kN) MX

(kNm) MY

(kNm) MZ

(kNm)

1 10:DEAD LOAD (DL) 0.002 5.465 0.000 0.420 0.000 -0.002

11:LIVE LOAD (LL) 0.000 3.000 -0.000 0.000 0.000 -0.001

22:PIPE OPERATING LOAD (PO) 0.000 8.700 -0.000 -2.659 -0.000

-0.000

31:VERTICAL ARBITRARY LOAD ON LONGITUDINAL BEAM (VA)

0.002 1.250 -0.000 -1.125 0.000 -0.003

32:HORIZONTAL ARBITRARY LOAD ON LONGITUDINAL BEAM (HA)

0.001 0.000 0.125 0.425 0.000 -0.004

35:PIPE FRICTION LOAD ON INTERMEDIATE PORTAL LOAD (F1)

-2.210 -0.654 -0.464 -1.180 -0.002

7.349

51:PIPE THERMAL TRANSVERSE LOAD (TLT) -0.000 0.000 2.970 11.418

0.000 0.000

52:PIPE THERMAL LONGITUDINAL LOAD (TLL) -0.500 -0.139 0.000 0.000 0.000 1.663

81:WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L)

-5.914 -1.545 0.000 0.000 0.000 17.366 82:WIND LOAD IN +VE TRANSVERSE DIRCETION

(WL +T) 0.005 0.000 4.693

14.982 0.000 -0.017

91:EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL)

-0.708 -0.204 -0.074 -0.195 -0.000

2.355

92:EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)

0.000 -0.000 -0.708 -2.732 -0.000

-0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL -5.912 3.920 0.000 0.420 0.000 17.364 102:1DL + 1PE + 1EE + 1ML + 1WLT 0.007 5.465 4.693

15.402 0.000 -0.018

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -3.547 7.538 0.000 0.420 0.000 10.417 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT 0.005 8.465 2.816 9.409 0.000 -0.012

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -5.912 6.530 0.000 0.420 0.000 17.364 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT 0.007 8.075 4.693

15.402 0.000 -0.019

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -3.547 6.038 0.000 0.420 0.000 10.418 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT 0.005 6.965 2.816 9.409 0.000 -0.012

14/10/2013


15.402 0.000 -0.019

111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -3.547 5.288 0.000 0.420 0.000 10.418 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT 0.005 6.215 2.816 9.409 0.000 -0.012


15.402 0.000 -0.018

115:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL -0.498 17.026 2.970 9.179 0.000 1.660

116:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL

-4.047 16.099 2.970 9.179 0.000 12.080 117:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

+ 0.6WLT -0.495 17.026 5.786

18.168 0.000 1.650

118:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLL

-6.412 15.091 2.970 9.179 0.000 19.027 119:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT -0.493 16.636 7.663

24.161 0.000 1.644

120:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

-0.498 15.526 2.970 9.179 0.000 1.661

121:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL

-4.047 14.599 2.970 9.179 0.000 12.080 122:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 0.6WLT -0.495 15.526 5.786

18.168 0.000 1.651


-6.412 13.786 2.970 9.179 0.000 19.027 124:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT -0.493 15.331 7.663

24.161 0.000 1.644


-0.498 14.776 2.970 9.179 0.000 1.661


-4.047 13.849 2.970 9.179 0.000 12.080 127:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 0.6WLT -0.495 14.776 5.786

18.168 0.000 1.651


-6.412 13.134 2.970 9.179 0.000 19.027 129:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT -0.493 14.678 7.663

24.161 0.000 1.644

130:1DL + 1PE + 1PT + 1EE + 0.5WLL -2.955 4.693 0.000 0.420 0.000 8.681

131:1DL + 1PE + 1PT + 1EE + 0.5WLT 0.004 5.465 2.346 7.911 0.000 -0.010

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -2.955 4.693 0.000 0.420 0.000 8.681

133:1DL + 1PE + 1EE + 1ET + 0.5WLT 0.004 5.465 2.346 7.911 0.000 -0.010

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -8.869 3.148 0.000 0.420 0.000 26.048 202:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.009 5.465 7.039

22.893 0.000 -0.027

203:1.35DL + 1.5LL + 1.35PO + 0.81PSV + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL

-0.673 23.435 4.010 12.392

0.000 2.241

204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLL

-9.544 20.518 4.010 12.392

0.000 28.291 205:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLT -0.665 22.835 11.048

34.864 0.000 2.217

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQL + 1EQL1

-1.107 11.017 2.302 7.148 -0.000

3.684

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQT + 1EQT1

-0.399 11.221 1.668 4.611 0.000 1.329

208:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.2EQL + 1.2EQL1

-1.348 16.781 2.881 8.945 -0.000

4.487

209:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.2EQT + 1.2EQT1

-0.498 17.026 2.120 5.901 0.000 1.660

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.25EQL + 1.25EQL1

-1.284 10.966 2.283 7.100 -0.000

4.273

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.25EQT + 1.25EQT1

-0.399 11.221 1.491 3.928 0.000 1.329


-1.384 16.771 2.877 8.936 -0.000

4.604


-0.498 17.026 2.085 5.764 0.000 1.660

301:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.009 5.465 7.039 22.893

0.000 -0.027

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

0.002 23.622 4.010 12.392

0.000 -0.003

303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT + 1.5WLT

0.010 23.022 11.048 34.864

0.000 -0.028

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1EQT + 1EQT1

0.001 11.332 1.668 4.611 0.000 -0.001

305:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT + 1EQT + 1EQT1

0.002 17.165 2.262 6.447 0.000 -0.002

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1.25EQT + 1.25EQT1

0.001 11.332 1.491 3.928 0.000 -0.001

307:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT + 1.25EQT + 1.25EQT1

0.002 17.165 2.085 5.764 0.000 -0.002

308:1.35DL + 1.35PT 0.002 7.378 0.000 0.567 0.000 -0.003

311:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.007 13.565 0.169 -0.378 0.000 -0.012

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -8.864 10.648 0.169 -0.378 0.000 26.037 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 -0.704 5.168 0.026 -0.419 -

0.000 2.348

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 -0.703 9.511 0.051 -0.475 -0.000

2.346

321:1.35DL + 1.35PO + 1.35F1 -2.981 18.240 -0.626 -4.616 -0.003

9.919


-0.399 11.221 1.314 3.245 0.000 1.329

402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQT + 1.5EQT1

-0.498 14.026 1.908 5.081 0.000 1.661


-1.461 10.915 2.265 7.051 -0.001

4.862

404:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQL + 1.5EQL1

-1.561 13.721 2.859 8.887 -0.001

5.194

411:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.007 13.565 0.169 -0.378 0.000 -0.012

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -8.864 10.648 0.169 -0.378 0.000 26.037 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 -1.058 5.067 -0.011 -0.516 -

0.001 3.526

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 -1.057 9.409 0.014 -0.572 -0.001

3.524

501:COMBINATION LOAD CASE 1 0.002 14.765 -0.000 -2.239 -0.000

-0.002


-0.002

503:COMBINATION LOAD CASE 1 0.000 -0.000 -0.708 -2.732 -0.000

-0.000

505:COMBINATION LOAD CASE 1 0.005 8.700 4.693 12.323

0.000 -0.017

7 10:DEAD LOAD (DL) -0.002 5.465 0.000 0.420 0.000 0.002

11:LIVE LOAD (LL) 0.000 0.000 0.000 0.000 0.000 -0.001

22:PIPE OPERATING LOAD (PO) 0.000 8.700 -0.000 -2.659 -0.000

-0.000


-0.002 1.250 -0.000 -1.125 -0.000

0.003


-0.001 0.000 0.125 0.425 -0.000

0.004


-2.210 0.654 0.464 1.180 -0.002

7.349

14/10/2013

51:PIPE THERMAL TRANSVERSE LOAD (TLT) -0.000 0.000 2.970 11.418

0.000 0.000

52:PIPE THERMAL LONGITUDINAL LOAD (TLL) -0.500 0.139 -0.000 -0.000 0.000 1.663

81:WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L)

-5.914 1.545 -0.000 -0.000 0.000 17.366 82:WIND LOAD IN +VE TRANSVERSE DIRCETION

(WL +T) -0.005 0.000 4.693

14.982 -

0.000 0.017


-0.708 0.204 0.074 0.195 -0.000

2.355


0.000 -0.000 -0.708 -2.732 -0.000

-0.000

101:1DL + 1PE + 1EE + 1ML + 1WLL -5.916 7.010 -0.000 0.420 0.000 17.368 102:1DL + 1PE + 1EE + 1ML + 1WLT -0.007 5.465 4.693

15.402 -

0.000 0.018

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -3.550 6.392 -0.000 0.420 0.000 10.421 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT -0.005 5.465 2.816 9.409 -

0.000 0.011

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -5.916 7.010 -0.000 0.420 0.000 17.368 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT -0.007 5.465 4.693

15.402 -

0.000 0.018

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -3.550 6.392 -0.000 0.420 0.000 10.421 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT -0.005 5.465 2.816 9.409 -

0.000 0.011


15.402 -

0.000 0.018

111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -3.550 6.392 -0.000 0.420 0.000 10.421 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT -0.005 5.465 2.816 9.409 -

0.000 0.012


15.402 -

0.000 0.018

115:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL -0.502 14.304 2.970 9.179 0.000 1.664


-4.050 15.231 2.970 9.179 0.000 12.084 117:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

+ 0.6WLT -0.505 14.304 5.786

18.168 -

0.000 1.674


-6.416 15.849 2.970 9.179 0.000 19.030 119:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT -0.507 14.304 7.663

24.161 -

0.000 1.681


-0.502 14.304 2.970 9.179 0.000 1.664


-4.050 15.231 2.970 9.179 0.000 12.084 122:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 0.6WLT -0.505 14.304 5.786

18.168 -

0.000 1.674


-6.416 15.849 2.970 9.179 0.000 19.031 124:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT -0.507 14.304 7.663

24.161 -

0.000 1.681


-0.502 14.304 2.970 9.179 0.000 1.664


-4.050 15.231 2.970 9.179 0.000 12.084 127:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 0.6WLT -0.505 14.304 5.786

18.168 -

0.000 1.674


-6.416 15.849 2.970 9.179 0.000 19.031 129:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT -0.507 14.304 7.663

24.161 -

0.000 1.681

130:1DL + 1PE + 1PT + 1EE + 0.5WLL -2.959 6.237 -0.000 0.420 0.000 8.685

131:1DL + 1PE + 1PT + 1EE + 0.5WLT -0.004 5.465 2.346 7.911 -0.000

0.010

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -2.959 6.237 -0.000 0.420 0.000 8.685

133:1DL + 1PE + 1EE + 1ET + 0.5WLT -0.004 5.465 2.346 7.911 -0.000

0.010

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -8.873 7.782 -0.000 0.420 0.000 26.051 202:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.009 5.465 7.039

22.893 -

0.000 0.027


-0.677 19.311 4.010 12.392

0.000 2.246

204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLL

-9.548 21.628 4.010 12.392

0.000 28.296 205:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLT -0.685 19.311 11.048

34.864 -

0.000 2.271

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQL + 1EQL1

-1.110 11.647 2.450 7.538 -0.000

3.687


-0.401 11.443 1.668 4.611 0.000 1.332


-1.352 14.549 3.059 9.413 -0.000

4.490


-0.502 14.304 2.120 5.901 0.000 1.664


-1.287 11.698 2.469 7.587 -0.000

4.276


-0.401 11.443 1.491 3.928 0.000 1.332


-1.387 14.559 3.063 9.422 -0.000

4.608


-0.502 14.304 2.085 5.764 0.000 1.664

301:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.009 5.465 7.039 22.893

-0.000

0.027

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

-0.002 19.123 4.010 12.392

0.000 0.002

303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT + 1.5WLT

-0.010 19.123 11.048 34.864

-0.000

0.027

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1EQT + 1EQT1

-0.001 11.332 1.668 4.611 0.000 0.001


-0.002 14.165 2.262 6.447 0.000 0.001


-0.001 11.332 1.491 3.928 0.000 0.001


-0.002 14.165 2.085 5.764 0.000 0.001

308:1.35DL + 1.35PT -0.002 7.378 0.000 0.567 0.000 0.003

311:1.35DL + 1.5LL + 1.35VA + 1.35HA -0.007 9.066 0.169 -0.378 -0.000

0.011

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -8.878 11.383 0.169 -0.378 -0.000

26.060 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 -0.712 5.576 0.174 -0.029 -

0.000 2.362

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 -0.713 6.919 0.199 -0.085 -0.000

2.363

321:1.35DL + 1.35PO + 1.35F1 -2.986 20.006 0.626 -1.429 -0.003

9.924


-0.401 11.443 1.314 3.245 0.000 1.332

402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.5EQT + 1.5EQT1

-0.502 14.304 1.908 5.081 0.000 1.665


-1.464 11.749 2.487 7.635 -0.001

4.864


-1.564 14.610 3.081 9.471 -0.001

5.197

14/10/2013

411:1.35DL + 1.5LL + 1.35VA + 1.35HA -0.007 9.066 0.169 -0.378 -0.000

0.011

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -8.878 11.383 0.169 -0.378 -0.000

26.060 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 -1.067 5.677 0.211 0.068 -

0.001 3.540

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 -1.068 7.021 0.236 0.012 -0.001

3.541

501:COMBINATION LOAD CASE 1 -0.002 14.165 -0.000 -2.239 -0.000

0.002


0.002

503:COMBINATION LOAD CASE 1 0.000 -0.000 -0.708 -2.732 -0.000

-0.000

505:COMBINATION LOAD CASE 1 -0.005 8.700 4.693 12.323

-0.000

0.017

Reaction Summary


Node L/C FX

(kN) FY

(kN) FZ

(kN) MX

(kNm) MY

(kNm) MZ

(kNm)

Max FX

1 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT + 1.5WLT

0.010 23.022 11.048 34.864

0.000

-0.028

Min FX

7 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLL

-9.548 21.628 4.010 12.392

0.000

28.296 Max

FY 1 302:1.35DL + 1.5LL + 1.35PO + 1.35PAL +

1.35EO + 1.35TLT 0.002 23.622 4.010

12.392

0.000 -0.003

Min FY

1 81:WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L)

-5.914 -1.545 0.000 0.000 0.000

17.366 Max

FZ 1 205:1.35DL + 1.3LL + 1.35PO + 1.35EO +

1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT -0.665 22.835 11.048

34.864

0.000 2.217

Min FZ

1 92:EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)

0.000 -0.000 -0.708 -2.732 -0.000

-0.000

Max MX


-0.665 22.835 11.048 34.864

0.000

2.217

Min MX

1 502:COMBINATION LOAD CASE 1 0.002 14.765 -0.708 -4.971 -0.000

-0.002

Max MY

1 202:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.009 5.465 7.039 22.893

0.000

-0.027

Min MY

1 321:1.35DL + 1.35PO + 1.35F1 -2.981 18.240 -0.626 -4.616 -0.003

9.919

Max MZ


-9.548 21.628 4.010 12.392

0.000

28.296 Min

MZ 1 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL +

1.35EO + 1.35TLT + 1.5WLT 0.010 23.022 11.048

34.864

0.000 -0.028


Analysis Property

Design Property

Actual Ratio

Allowable Ratio

Ratio (Act./Allow.)

Clause L/C Ax

(cm2)

Iz (cm

4)

Iy (cm

4)

Ix (cm

4)

1 HE180A HE180A 0.881 1.000 0.881 EC-6.2.9.1 204 45.300

2.51E 3

925.000

14.800 2 HE180A HE180A 0.064 1.000 0.064 EC-6.2.9.1 307

45.300 2.51E

3

925.000

14.800 3 HE180A HE180A 0.047 1.000 0.047 EC-6.2.9.1 305 45.300

2.51E 3

925.000

14.800 4 HE140A HE140A 0.111 1.000 0.111 EC-6.2.9.1 204

31.400 1.03E

3

389.000 8.100

5 HE140A HE140A 0.113 1.000 0.113 EC-6.2.9.1 204 31.400

1.03E 3

389.000

8.100

6 HE140A HE140A 0.035 1.000 0.035 EC-6.3.2 LTB

209 31.400

1.03E 3

389.000

8.100

7 HE180A HE180A 0.881 1.000 0.881 EC-6.2.9.1 204 45.300

2.51E 3

925.000

14.800 13 HE180A HE180A 0.010 1.000 0.010 EC-6.3.2

LTB 212

45.300 2.51E

3

925.000

14.800 14 HE180A HE180A 0.045 1.000 0.045 EC-6.3.2 LTB

314 45.300

2.51E 3

925.000

14.800 15 HE180A HE180A 0.050 1.000 0.050 EC-6.3.2

LTB 213

45.300 2.51E

3

925.000

14.800 16 HE180A HE180A 0.033 1.000 0.033 EC-6.3.2 LTB

209 45.300

2.51E 3

925.000

14.800 17 HE140A HE140A 0.111 1.000 0.111 EC-6.2.9.1 204

31.400 1.03E

3

389.000 8.100

18 HE140A HE140A 0.113 1.000 0.113 EC-6.2.9.1 204 31.400

1.03E 3

389.000

8.100

19 HE140A HE140A 0.021 1.000 0.021 EC-6.2.6-(Y)

209 31.400

1.03E 3

389.000

8.100

14/10/2013

X:34

X:35

X:34

X:34 X:34

X:35 X:35

X:34

X:34

X:35


Displacement - mm

X

Y

Z


14/10/2013

Z:-12

Z:-18

Z:-12

Z:-12

Z:-12

Z:-18

Z:-18

Z:-12

Z:-12

Z:-18


Displacement - mm

X

Y

Z


14/10/2013

0.881

0.111

0. 03260 . 0

1 0 1

0 .0 4 9 8

0. 0211

0.881

0.113

0.111

0 .0 4 6 90 . 0

4 5 2

0. 0637

0. 0348

0.113

Load 114

X

Y

Z

UTILIZATION RATIO



PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156


ATTACHMENT 3

PIPE RACK PR-V3

STAAD OUTPUT

14/10/2013

STAAD.Pro Report

To: From:


11:17:00

Ref: ca/ Document1

Job Information


Name: A.K.

Date: 06-Oct-13









Type L/C Name






















14/10/2013
























14/10/2013

3D Rendered View

Nodes Node

X (m)

Y (m)

Z (m)

1 0.00 0.00 0.00

2 0.00 3.40 0.00

3 0.00 3.40 0.90

4 0.00 3.40 -0.90

5 0.00 4.50 0.90

6 0.00 4.50 -0.90

7 3.70 0.00 0.00

8 3.70 3.40 0.00

9 3.70 3.40 0.90

10 3.70 3.40 -0.90

11 3.70 4.50 -0.90

12 3.70 4.50 0.90

13 7.40 0.00 0.00

14 7.40 3.40 0.00

15 7.40 3.40 -0.90

16 7.40 3.40 0.90

17 7.40 4.50 -0.90

18 7.40 4.50 0.90

14/10/2013

13

15

17

7

14

1610

1811

1

8

94

126

2

3

5

Load 82

X

Y

Z

NODE NUMBERS


Length (m)

Property β

(degrees)

1 1 2 3.40 2 90

2 3 2 0.90 2 0

3 2 4 0.90 2 0

4 4 6 1.10 1 90

5 3 5 1.10 1 90

6 5 6 1.80 1 0

7 7 8 3.40 2 90

13 4 10 3.70 2 0

14 3 9 3.70 2 0

15 9 8 0.90 2 0

16 8 10 0.90 2 0

17 10 11 1.10 1 90

18 9 12 1.10 1 90

19 12 11 1.80 1 0

20 13 14 3.40 2 90

21 10 15 3.70 2 0

22 9 16 3.70 2 0

23 16 14 0.90 2 0

24 14 15 0.90 2 0

25 15 17 1.10 1 90

26 16 18 1.10 1 90

27 18 17 1.80 1 0

14/10/2013

20

25

24

2 123

2 7

7

26

17

162 2

1 31 5

19

1

18

4

3

1 4

2

6

5

Load 82

X

Y

Z

BEAM NUMBERS


Area (cm

2)

Iyy (cm

4)

Izz (cm

4)

J (cm

4)

Material

1 HE140A 31.400 389.000 1.03E 3 6.422 STEEL

2 HE180A 45.300 925.000 2.51E 3 11.451 STEEL

HE180A

HE140A

HE 1 8 0 AH E 1

8 0 A

HE1 8 0 A

HE1 4 0 A

HE180A

HE140A

HE140A

HE 1 8 0 A

H E 18 0 A

H E 18 0 A

HE 1 8 0 A

HE 1 4 0 A

HE180A

HE140A

HE140A

HE 1 8 0 A

H E 18 0 A

HE1 8 0 A

HE1 4 0 A

HE140A

Load 82

X

Y

Z

SECTION SIZES

Materials

14/10/2013

Mat Name E

(kN/mm2)

ν Density (kg/m

3)

α

(/°C)

3 STEEL 205.000 0.300 7.83E 3 12E -6


5 ALUMINUM 68.948 0.330 2.71E 3 23E -6

6 CONCRETE 21.718 0.170 2.4E 3 10E -6

Supports Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX (kN

-m/deg)

rY (kN

-m/deg)

rZ (kN

-m/deg)







11 LIVE LOAD (LL)




















1.00


14/10/2013





1.00







0.60







0.60







1.00







1.00







0.60







0.60







1.00







1.00







0.60







0.60






14/10/2013


1.00







1.00

















0.60










0.60










1.00










1.00

















0.60










0.60

14/10/2013










1.00










1.00


















0.60










0.60










1.00










1.00






0.50






0.50





14/10/2013


0.50






0.50






1.50






1.50



















1.50










1.50









1.00


1.00









1.00


1.00










1.20


1.20






14/10/2013





1.20


1.20









1.25


1.25









1.25


1.25










1.25


1.25










1.25


1.25






1.50

302 1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT















1.50








1.00


1.00







14/10/2013



1.00


1.00








1.25


1.25









1.25


1.25

308 1.35DL + 1.35PT 10 DEAD LOAD (DL) 1.35





1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.00


1.00




1.00


1.00


1.00


1.00




1.35









1.50


1.50









1.50


1.50









1.50


1.50




14/10/2013






1.50


1.50




1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.50


1.50




1.00


1.00


1.50


1.50










1.00


1.00


1.00


1.00



1.00


Importance Factor

Rw X Rw Z Site Soil

Ct Period X

(sec) Period Z

(sec) Accidental Torsion

0.400 1.000 3.000 3.000 1.000 - - - No

Selfweight not included Beam Concentrated Weights

Weight (kN)

d (m)

Beams

0.600 1.55 6, 19, 27

0.600 0.95 6, 19, 27

2.800 0.20 6, 19, 27

0.500 0.60 3, 16, 24

0.200 0.45 3, 16, 24

0.200 0.33 3, 16, 24

0.200 0.22 3, 16, 24

14/10/2013

1.900 0.80 2, 15, 23

1.900 0.59 2, 15, 23

0.500 0.36 2, 15, 23

0.500 0.22 2, 15, 23


Da (m)

Fb Db Ecc. (m)

6 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

19 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

27 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -


Y -1.05 -0.600

-0.600

-0.600

-0.600

-0.600

-0.600


X

Y

Z

10 DEAD LOAD (DL)


Da (m)

Fb Db Ecc. (m)

6 CON kN GY -3.000 - - - -

14/10/2013

-3.000

Load 11<kN>

X

Y

Z

11 LIVE LOAD (LL)


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - -1.900 - - - -

8 - -1.900 - - - -

14 - -1.900 - - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

3 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

6 CON kN GY -2.800 0.20 - - -

15 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

16 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

19 CON kN GY -2.800 0.20 - - -

23 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

24 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

27 CON kN GY -2.800 0.20 - - -

14/10/2013

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-1.900

-0.500 -0.500

-2.800

-1.900

-1.900

-1.900

Load 22<kN>

X

Y

Z


DETAIL “A”


Da (m)

Fb Db Ecc. (m)

14 CON kN GY -2.500 - - - -

22 CON kN GY -2.500 - - - -

DETAIL „A“

14/10/2013

-2.500

-2.500

Load 31<kN>

X

Y

Z



Da (m)

Fb Db Ecc. (m)

14 CON kN GZ -0.250 - - - -

22 CON kN GZ -0.250 - - - -

-0.250

-0.250

Load 32<kN>

X

Y

Z


14/10/2013


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 0.630 - - - - -

8 0.630 - - - - -

14 0.630 - - - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GX 0.630 0.59 - - -

6 CON kN GX 0.950 0.20 - - -

15 CON kN GX 0.630 0.59 - - -

19 CON kN GX 0.950 0.20 - - -

23 CON kN GX 0.630 0.59 - - -

27 CON kN GX 0.950 0.20 - - -

0.630

0.950

0.630

0.950

0.630

0.950

0.630

0.630

0.630

Load 35<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -1.770 - - -

8 - - -1.770 - - -

14 - - -1.770 - - -

14/10/2013


Da (m)

Fb Db Ecc. (m)

6 CON kN GZ -1.200 - - - -

19 CON kN GZ -1.200 - - - -

27 CON kN GZ -1.200 - - - -

-1.200

-1.200

-1.200

-1.770

-1.770

-1.770

Load 51<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 0.300 - - - - -

8 0.300 - - - - -

14 0.300 - - - - -


Da (m)

Fb Db Ecc. (m)

6 CON kN GX 0.200 - - - -

19 CON kN GX 0.200 - - - -

27 CON kN GX 0.200 - - - -

14/10/2013

0.200

0.200

0.200

0.300

0.300

0.300

Load 52<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

3 1.130 - - - - -

4 1.130 - - - - -

5 1.130 - - - - -

6 1.130 - - - - -

15 1.130 - - - - -

16 1.130 - - - - -

17 1.130 - - - - -

18 1.130 - - - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GX 0.410 - - - -

7 UNI kN/m GX 0.410 - - - -

20 UNI kN/m GX 0.410 - - - -

14/10/2013

0.410

0.410

0.410

1.130

1.130

1.130

1.130

1.130

1.130

1.130

1.130

Load 81<kN>

X

Y

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

3 - - -1.270 - - -

5 - - -1.270 - - -

9 - - -2.530 - - -

12 - - -2.530 - - -

16 - - -1.270 - - -

18 - - -1.270 - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GZ -0.240 - - - -

7 UNI kN/m GZ -0.240 - - - -

14 UNI kN/m GZ -0.190 - - - -

20 UNI kN/m GZ -0.240 - - - -

22 UNI kN/m GZ -0.190 - - - -

14/10/2013

-0.240

-0.240

-0.190

-0.240

-0.190

-1.270

-1.270

-2.530

-2.530

-1.270

-1.270

Load 82<kN>

X

Y

Z




UBC X 1.000

0.131

0.357

0.896 0.364 0.131

0.891

0.357

0.896 0.364 0.131

0.891

0.357

0.896 0.364

0.891

Load 91<kN>

X

Y

Z

EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL)

14/10/2013



UBC Z 1.000

0.131

0.357

0.896

0.364

0.131

0.891

0.357

0.896

0.364

0.131

0.891

0.357

0.896

0.364

0.891

Load 92<kN>

X

Y

Z


14/10/2013

X:24

X:25

X:24

X:24 X:24

X:25 X:24

X:24

X:24 X:24

X:24 X:25

X:24

X:24

X:25


Displacement - mm

X

Y

Z


14/10/2013

Z:-13

Z:-20

Z:-13

Z:-13

Z:-14

Z:-20

Z:-22

Z:-14

Z:-14

Z:-13

Z:-22

Z:-20

Z:-13

Z:-13

Z:-20


Displacement - mm

X

Y

Z


14/10/2013

0.655

0.111

0. 02360 . 01 1 5

0. 0563

0.0235

0.656

0.113

0.0443

0. 03340 . 0

2 7 1

0 . 01 8 6

0.0657

0. 0235

0.655

0.0804

0.111

0. 03810 . 0

3 5 4

0. 0704

0. 0346

0.113

Load 114

X

Y

Z

UTILITY RATIO



PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156


ATTACHMENT 4

PIPE RACK PR-H1

STAAD OUTPUT

14/10/2013

STAAD.Pro Report

To: From:


12:13:00

Ref: ca/ Document1

Job Information


Name:

Date: 06-Oct-13









Type L/C Name






Primary 81 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) Primary 82 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) Primary 91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL) Primary 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT) Combination 101 1DL + 1PE + 1EE + 1ML + 1WLL
















14/10/2013
























Nodes Node

X (m)

Y (m)

Z (m)

1 0.00 0.00 0.42

2 0.00 3.90 0.42

3 0.90 3.90 0.42

4 -0.90 3.90 0.42

5 0.90 5.00 0.42

6 -0.90 5.00 0.42

7 0.00 0.00 -3.58

8 0.00 3.90 -3.58

9 0.90 3.90 -3.58

14/10/2013

10 -0.90 3.90 -3.58

11 -0.90 5.00 -3.58

12 0.90 5.00 -3.58

13 0.00 0.00 -7.58

14 0.00 3.90 -7.58

15 -0.90 3.90 -7.58

16 0.90 3.90 -7.58

17 -0.90 5.00 -7.58

18 0.90 5.00 -7.58

33 0.00 0.00 4.42

34 0.00 3.90 4.42

35 0.90 3.90 4.42

36 -0.90 3.90 4.42

37 -0.90 5.00 4.42

38 0.90 5.00 4.42

39 0.00 0.00 8.42

40 0.00 3.90 8.42

41 0.90 3.90 8.42

42 -0.90 3.90 8.42

43 -0.90 5.00 8.42

44 0.90 5.00 8.42

45 0.00 0.00 12.42

46 0.00 3.90 12.42

47 0.90 3.90 12.42

48 -0.90 3.90 12.42

49 -0.90 5.00 12.42

50 0.90 5.00 12.42

51 -0.90 3.90 7.27

52 -0.90 3.90 6.29

53 -0.90 4.44 7.27

54 -0.90 4.44 6.29

55 -0.90 3.90 8.14

56 -0.90 3.42 6.29

57 -0.90 3.42 8.14

13

1614

18

15

7

17

98

12

10

1

11

32

5

4

33

6

3534

38

36

39

37

56

52

54

4151

40

53

44

57

5542

45

43

4746

50

48

49

Load 10

X

Y

Z

NODE NUMBERS

14/10/2013


Length (m)

Property β

(degrees)

1 1 2 3.90 2 0

2 3 2 0.90 2 0

3 2 4 0.90 2 0

4 4 6 1.10 1 0

5 3 5 1.10 1 0

6 5 6 1.80 1 0

7 7 8 3.90 2 0

13 4 10 4.00 2 0

14 3 9 4.00 2 0

15 9 8 0.90 2 0

16 8 10 0.90 2 0

17 10 11 1.10 1 0

18 9 12 1.10 1 0

19 12 11 1.80 1 0

20 13 14 3.90 2 0

21 10 15 4.00 2 0

22 9 16 4.00 2 0

23 16 14 0.90 2 0

24 14 15 0.90 2 0

25 15 17 1.10 1 0

26 16 18 1.10 1 0

27 18 17 1.80 1 0

46 33 34 3.90 2 0

47 35 34 0.90 2 0

48 34 36 0.90 2 0

49 36 37 1.10 1 0

50 35 38 1.10 1 0

51 38 37 1.80 1 0

52 36 4 4.00 2 0

53 35 3 4.00 2 0

54 39 40 3.90 2 0

55 41 40 0.90 2 0

56 40 42 0.90 2 0

57 42 43 1.10 1 0

58 41 44 1.10 1 0

59 44 43 1.80 1 0

60 42 55 0.28 2 0

61 41 35 4.00 2 0

62 45 46 3.90 2 0

63 47 46 0.90 2 0

64 46 48 0.90 2 0

65 48 49 1.10 1 0

66 47 50 1.10 1 0

67 50 49 1.80 1 0

68 48 42 4.00 2 0

69 47 41 4.00 2 0

70 51 52 0.98 2 0

71 52 36 1.87 2 0

72 51 53 0.54 3 0

73 53 54 0.98 3 0

74 52 54 0.54 3 0

75 55 51 0.87 2 0

76 52 56 0.48 1 0

77 55 57 0.48 1 0

78 57 56 1.85 1 0

14/10/2013

20

2 3

26

2 4

2 7

25

2 2

7

2 11 5

18

1 6

1 9

17

1 4

1

1 32

5

3

6

4

5 3

46

5 24 7

50

4 8

5 1

49

6 171

76

54

74

7 0

7 8

7 3

5 5

58

72

7 5 77

5 660

5 9

57

6 9

62

6 86 3

66

6 4

6 7

65

Load 10

X

Y

Z

BEAM NUMBERS


Area (cm

2)

Iyy (cm

4)

Izz (cm

4)

J (cm

4)

Material

1 HE140A 31.400 389.000 1.03E 3 6.422 STEEL

2 HE180A 45.300 925.000 2.51E 3 11.451 STEEL

3 HE100A 21.200 134.000 349.000 3.780 STEEL

14/10/2013

HE180A

HE140A

HE180A

HE 1 8 0 A

HE180A

HE180A

HE140A

HE140A

HE180A

HE140A

HE 1 8 0 AHE 1 8 0 A

HE180A

HE180A

HE140A

HE140A

HE180A

HE140A

HE 1 8 0 AHE 1 8 0 A

HE180A

HE180A

HE140A

HE140A

HE180A

HE140A

HE 1 8 0 AHE 1 8 0 A

HE180A

HE180A

HE140A

HE140A

HE180A

HE140A

HE 1 8 0 A HE 1 8 0 A

HE140A

HE 1 4 0 A

HE180A

HE100A

HE 1 8 0 A

HE180AHE 1 0 0 A

HE 1 8 0 A

HE100A

HE140A

HE140A

HE 1 8 0 A

HE140A

HE180A

HE140A

HE 1 8 0 A HE180A

HE140A

HE140A

Load 10

XY

Z

SECTION PROPERTIES

14/10/2013

Materials Mat Name

E (kN/mm

2)

ν

Density (kg/m

3)

α

(/°C)

3 STEEL 205.000 0.300 7.83E 3 12E -6


5 ALUMINUM 68.948 0.330 2.71E 3 23E -6

6 CONCRETE 21.718 0.170 2.4E 3 10E -6

Supports Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX (kN

-m/deg)

rY (kN

-m/deg)

rZ (kN

-m/deg)










11 LIVE LOAD (LL)













81 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) 82 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) 93 EQUIPMENT EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - () 94 EQUIPMENT EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - ()

14/10/2013







1.00






1.00







0.60







0.60







1.00







1.00







0.60







0.60







1.00







1.00







0.60

14/10/2013







0.60







1.00







1.00

















0.60










0.60










1.00










1.00














14/10/2013




0.60










0.60










1.00










1.00


















0.60










0.60










1.00










1.00




14/10/2013



0.50






0.50






0.50






0.50






1.50






1.50



















1.50










1.50









1.00


1.00









1.00


1.00




14/10/2013







1.20


1.20










1.20


1.20









1.25


1.25









1.25


1.25










1.25


1.25










1.25


1.25






1.50

302 1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT















1.50

14/10/2013








1.00


1.00









1.00


1.00








1.25


1.25









1.25


1.25

308 1.35DL + 1.35PT 10 DEAD LOAD (DL) 1.35





1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.00


1.00




1.00


1.00


1.00


1.00




1.35









1.50


1.50








14/10/2013


1.50


1.50









1.50


1.50









1.50


1.50




1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.50


1.50




1.00


1.00


1.50


1.50










1.00


1.00


1.00


1.00



1.00


Importance Factor

Rw X Rw Z Site Soil

Ct Period X (sec)

Period Z (sec)

Accidental Torsion

0.400 1.000 3.000 3.000 1.000 - - - No

Selfweight included

14/10/2013


d (m)

Beams

0.600 1.55 6, 19, 27, 51, 59, 67

0.600 0.95 6, 19, 27, 51, 59, 67

2.800 0.20 6, 19, 27, 51, 59, 67

0.500 0.60 3, 16, 24, 48, 56, 64

0.200 0.45 3, 16, 24, 48, 56, 64

0.200 0.33 3, 16, 24, 48, 56, 64

0.200 0.22 3, 16, 24, 48, 56, 64

1.900 0.80 2, 15, 23, 47, 55, 63

1.900 0.59 2, 15, 23, 47, 55, 63

0.500 0.36 2, 15, 23, 47, 55, 63

0.500 0.22 2, 15, 23, 47, 55, 63


Da (m)

Fb Db Ecc. (m)

6 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

19 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

27 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

51 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

59 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

67 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -


Y -1.050

14/10/2013

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

Load 10

XY

Z

LOAD 10 - DEAD LOAD


Da (m)

Fb Db Ecc. (m)

59 CON kN GY -3.000 - - - -

-3.000

Load 11

XY

Z

LIVE LOAD


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - -1.900 - - - -

8 - -1.900 - - - -

14 - -1.900 - - - -

34 - -1.900 - - - -

14/10/2013

40 - -1.900 - - - -

46 - -1.900 - - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

3 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

6 CON kN GY -2.800 0.20 - - -

15 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

16 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

19 CON kN GY -2.800 0.20 - - -

23 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

24 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

25 CON kN GY -2.800 0.20 - - -

27 CON kN GY -2.800 0.20 - - -

47 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

48 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

51 CON kN GY -2.800 0.20 - - -

55 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

56 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

59 CON kN GY -2.800 0.20 - - -

63 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

64 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

67 CON kN GY -2.800 0.20 - - -

14/10/2013

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-2.800

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-1.900

-1.900

-1.900

-1.900

-1.900

Load 22

XY

Z

PIPE OPERATING LOAD

DETAIL “A”


Da (m)

Fb Db Ecc. (m)

14 CON kN GY -2.500 - - - -

22 CON kN GY -2.500 - - - -

53 CON kN GY -2.500 - - - -

61 CON kN GY -2.500 - - - -

69 CON kN GY -2.500 - - - -

DETAIL „A“

14/10/2013

-2.500

-2.500

-2.500

-2.500

-2.500

Load 31

XY

Z

VERTICAL ARBITRARY LOAD ON LONGITUDINAL BEAM


Da (m)

Fb Db Ecc. (m)

14 CON kN GX -0.250 - - - -

22 CON kN GX -0.250 - - - -

53 CON kN GX -0.250 - - - -

61 CON kN GX -0.250 - - - -

69 CON kN GX -0.250 - - - -

-0.250

-0.250

-0.250

-0.250

-0.250

Load 32

XY

Z

HORIYONTAL ARBITRARY LOAD ON LONGITUDINAL BEAM

14/10/2013


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -0.630 - - -

8 - - -0.630 - - -

14 - - -0.630 - - -

34 - - -0.630 - - -

40 - - -0.630 - - -

46 - - -0.630 - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GZ -0.630 0.59 - - -

6 CON kN GZ -0.950 0.20 - - -

15 CON kN GZ -0.630 0.59 - - -

19 CON kN GZ -0.950 0.20 - - -

23 CON kN GZ -0.630 0.59 - - -

25 CON kN GZ -0.950 0.20 - - -

27 CON kN GZ -0.950 0.20 - - -

47 CON kN GZ -0.630 0.59 - - -

51 CON kN GZ -0.950 0.20 - - -

55 CON kN GZ -0.630 0.59 - - -

59 CON kN GZ -0.950 0.20 - - -

63 CON kN GZ -0.630 0.59 - - -

67 CON kN GZ -0.950 0.20 - - -

-0.630

-0.950

-0.630 -0.950

-0.950

-0.630

-0.950

-0.630

-0.950

-0.630

-0.950

-0.630

-0.950

-0.630

-0.630

-0.630

-0.630

-0.630

-0.630

Load 35

XY

Z

PIPE FRICTION LOAD

Node Loads : 51 PIPE THERMAL TRANSVERSE LOAD (TLT)

14/10/2013

Node FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 -1.770 - - - - -

8 -1.770 - - - - -

14 -1.770 - - - - -

34 -1.770 - - - - -

40 -1.770 - - - - -

46 -1.770 - - - - -


Da (m)

Fb Db Ecc. (m)

6 CON kN GX -1.200 - - - -

19 CON kN GX -1.200 - - - -

25 CON kN GX -1.200 - - - -

27 CON kN GX -1.200 - - - -

51 CON kN GX -1.200 - - - -

59 CON kN GX -1.200 - - - -

67 CON kN GX -1.200 - - - -

-1.200

-1.200 -1.200

-1.200

-1.200

-1.200

-1.200

-1.770

-1.770

-1.770

-1.770

-1.770

-1.770

Load 51

XY

Z

PIPE THERMAL TRANSVERSE LOAD


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -0.300 - - -

8 - - -0.300 - - -

14 - - -0.300 - - -

34 - - -0.300 - - -

40 - - -0.300 - - -

46 - - -0.300 - - -

14/10/2013


Da (m)

Fb Db Ecc. (m)

6 CON kN GZ -0.200 - - - -

19 CON kN GZ -0.200 - - - -

25 CON kN GZ -0.200 - - - -

27 CON kN GZ -0.200 - - - -

51 CON kN GZ -0.200 - - - -

59 CON kN GZ -0.200 - - - -

67 CON kN GZ -0.200 - - - -

-0.200

-0.200 -0.200

-0.200

-0.200

-0.200

-0.200

-0.300

-0.300

-0.300

-0.300

-0.300

-0.300

Load 52

XY

Z

PIPE THERMAL LONGITUDINAL LOAD


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

4 2.530 - - - - -

6 2.530 - - - - -

10 2.530 - - - - -

11 2.530 - - - - -

15 1.270 - - - - -

17 1.270 - - - - -

36 2.530 - - - - -

37 2.530 - - - - -

42 2.530 - - - - -

43 2.530 - - - - -

48 1.270 - - - - -

49 1.270 - - - - -

14/10/2013


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GX 0.410 - - - -

7 UNI kN/m GX 0.410 - - - -

13 UNI kN/m GX 0.410 - - - -

20 UNI kN/m GX 0.410 - - - -

21 UNI kN/m GX 0.410 - - - -

46 UNI kN/m GX 0.410 - - - -

52 UNI kN/m GX 0.410 - - - -

54 UNI kN/m GX 0.410 - - - -

60 UNI kN/m GX 0.410 - - - -

62 UNI kN/m GX 0.410 - - - -

68 UNI kN/m GX 0.410 - - - -

70 UNI kN/m GX 0.410 - - - -

71 UNI kN/m GX 0.410 - - - -

72 UNI kN/m GX 0.410 - - - -

73 UNI kN/m GX 0.410 - - - -

74 UNI kN/m GX 0.410 - - - -

75 UNI kN/m GX 0.410 - - - -

76 UNI kN/m GX 0.410 - - - -

77 UNI kN/m GX 0.410 - - - -

78 UNI kN/m GX 0.410 - - - -

0.410

0.410

0.410

0.410

0.410

0.410

0.410

0.410

0.410 0.410

0.410

0.410

0.410 0.410

0.410

0.410 0.410 0.410 0.410

0.410

1.270

1.270

2.530

2.530

2.530

2.530

2.530

2.530

2.530

2.530

1.270

1.270

Load 81

XY

Z

WIND LOAD TRANSVERSE DIR


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

15 - - -1.130 - - -

16 - - -1.130 - - -

17 - - -1.130 - - -

18 - - -1.130 - - -

47 - - -1.130 - - -

48 - - -1.130 - - -

14/10/2013

49 - - -1.130 - - -

50 - - -1.130 - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GZ -0.410 - - - -

7 UNI kN/m GZ -0.410 - - - -

20 UNI kN/m GZ -0.410 - - - -

46 UNI kN/m GZ -0.410 - - - -

54 UNI kN/m GZ -0.410 - - - -

62 UNI kN/m GZ -0.410 - - - -

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-1.130

-1.130

-1.130

-1.130

-1.130

-1.130

-1.130

-1.130

Load 82

XY

Z

WIND LOAD LONGITUDINAL DIR



UBC Z 1.000

14/10/2013

0.661

1.060

0.849

0.408

1.060

1.242

0.497

0.849 0.595

1.060

1.242

0.497

0.849 0.595

1.060

1.242

0.497

0.849 0.496

1.060

0.066

1.242

0.497

0.161

0.038

0.098

0.066

0.661

0.069

0.038

0.421

1.060

1.242

0.497

0.408

0.497

Load 91

XY

Z

LOAD 91 / EARTHQUAKE LONGITUDINAL



UBC X 1.000

0.661 1.060

1.242 0.849

0.408 1.060

1.242

0.497

0.849 0.595

1.060

1.242

0.497

0.849 0.595

1.060

1.242

0.497

0.849 0.496

1.060 0.066

1.242

0.497

0.161

0.038

0.098

0.066

0.661

0.069

0.038

0.421 1.060

1.242

0.497

0.408

0.497

Load 92

XY

Z

LOAD 92 / EARTHQUAKE TRANSVERSAL

14/10/2013

Reactions Horizontal Vertical Horizontal Moment

Node L/C FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

1 10:DEAD LOAD (DL) 0.046 7.099 -0.000 -0.000 0.000 -0.597

11:LIVE LOAD (LL) -0.000 -0.041 -0.000 0.000 0.000 0.000

22:PIPE OPERATING LOAD (PO) 0.151 8.675 0.000 0.000 -0.000

2.147


0.068 2.425 0.000 0.000 0.000 2.022


0.230 0.000 0.000 0.000 -0.000

-0.900


0.010 0.072 2.369 9.006 -0.001

-0.047

51:PIPE THERMAL TRANSVERSE LOAD (TLT) 3.163 -0.002 0.000 0.000 -0.001

-13.639 52:PIPE THERMAL LONGITUDINAL LOAD (TLL) -0.001 0.021 0.533 2.028 0.000 0.005

81:WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T)

-7.858 -0.013 -0.000 -0.001 -0.000

30.453 82:WIND LOAD IN +VE LONGITUDINAL

DIRCETION (WL +L) 0.001 0.240 3.106 8.796 -

0.000 -0.001


-0.011 -0.097 -4.163 -15.828

0.001 0.050


-4.207 -0.001 -0.000 -0.000 -0.000

18.133 101:1DL + 1PE + 1EE + 1ML + 1WLL -7.812 7.087 -0.000 -0.001 -

0.000

29.856 102:1DL + 1PE + 1EE + 1ML + 1WLT 0.047 7.340 3.106 8.796 0.000 -0.598

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -4.669 7.050 -0.000 -0.001 -0.000

17.675 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT 0.046 7.202 1.864 5.277 0.000 -0.598

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -7.812 7.051 -0.000 -0.001 -0.000

29.856 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT 0.047 7.303 3.106 8.796 0.000 -0.598

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -4.669 7.071 -0.000 -0.001 -0.000

17.675 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT 0.047 7.223 1.864 5.277 0.000 -0.598

109:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLL -7.812 7.069 -0.000 -0.001 -0.000

29.856 110:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLT 0.047 7.322 3.106 8.796 0.000 -0.598

111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -4.669 7.081 -0.000 -0.001 -0.000

17.675 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT 0.047 7.233 1.864 5.277 0.000 -0.598

113:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLL -7.812 7.078 -0.000 -0.001 -0.000

29.856 114:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLT 0.047 7.331 3.106 8.796 0.000 -0.598

115:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL 3.358 15.753 0.533 2.028 -0.001

-12.084 116:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

+ 0.6WLL -1.356 15.745 0.533 2.027 -

0.001 6.188

117:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT

3.359 15.897 2.397 7.306 -0.001

-12.085 118:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -4.499 15.746 0.533 2.027 -

0.001

18.369 119:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLT

3.360 15.999 3.640 10.824

-0.001

-12.085 120:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.359 15.774 0.533 2.028 -

0.001 -

12.084 121:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLL

-1.356 15.766 0.533 2.027 -0.001

6.188

122:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 0.6WLT

3.359 15.918 2.397 7.306 -0.001

-12.085 123:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -4.499 15.764 0.533 2.027 -

0.001


3.360 16.017 3.640 10.824

-0.001

-12.085 125:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.359 15.784 0.533 2.028 -

0.001 -


-1.356 15.776 0.533 2.027 -0.001

6.188


3.359 15.928 2.397 7.306 -0.001

-12.085 128:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -4.499 15.773 0.533 2.027 -

0.001


3.360 16.026 3.640 10.824

-0.001

-12.085 130:1DL + 1PE + 1PT + 1EE + 0.5WLL -3.883 7.093 -0.000 -0.001 -

0.000

14.629 131:1DL + 1PE + 1PT + 1EE + 0.5WLT 0.047 7.219 1.553 4.398 0.000 -0.598

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -3.883 7.093 -0.000 -0.001 -0.000

14.629 133:1DL + 1PE + 1EE + 1ET + 0.5WLT 0.047 7.219 1.553 4.398 0.000 -0.598

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -11.741 7.080 -0.001 -0.002 -0.000

45.083 202:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.048 7.460 4.659

13.193 0.000 -0.598


4.534 21.260 0.720 2.738 -0.001

-16.314 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLL -7.253 21.249 0.720 2.736 -

0.002

29.366 205:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT

4.535 21.629 5.380 15.931

-0.001

-16.315 206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1EQL + 1EQL1 2.676 12.538 -3.737 -

14.206 -

0.000 -9.618


-1.520 12.634 0.427 1.622 -0.001

8.465


3.345 15.636 -4.463 -16.966

-0.000


+ 1.2EQT + 1.2EQT1 -1.690 15.751 0.533 2.028 -

0.001 9.675


2.673 12.514 -4.777 -18.163

-0.000

-9.605


-2.572 12.634 0.427 1.622 -0.001

12.998 212:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL

+ 1.25EQL + 1.25EQL1 3.345 15.631 -4.671 -

17.757 -

0.000 -

12.022 213:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.25EQT + 1.25EQT1

-1.900 15.751 0.533 2.028 -0.001

10.581 301:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.048 7.460 4.659

13.193 0.000 -0.598

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

4.536 21.232 0.000 0.000 -0.001

-16.321 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO +

1.35TLT + 1.5WLT 4.537 21.600 4.660

13.194 -

0.001 -

16.322 304:0.8DL + 0.8PO + 0.8PAL + 0.8EO + 0.8TLT + 1EQT + 1EQT1

-1.519 12.617 -0.000 -0.000 -0.001

8.461


-0.847 15.730 -0.000 -0.000 -0.001

6.043

14/10/2013


-2.571 12.617 -0.000 -0.000 -0.001

12.994 307:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT +

1.25EQT + 1.25EQT1 -1.899 15.730 -0.000 -0.000 -

0.001

10.576 308:1.35DL + 1.35PT 0.062 9.584 -0.000 -0.000 0.000 -0.806

311:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.465 12.796 0.000 0.000 0.000 0.709

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -11.322 12.785 -0.000 -0.002 -0.000

46.389 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 0.265 7.522 -4.163 -

15.828 0.001 0.470

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 0.333 9.386 -4.163 -15.828

0.001 0.575

321:1.35DL + 1.35PO + 1.35F1 0.280 21.394 3.198 12.158

-0.001

2.029


-3.623 12.634 0.427 1.622 -0.001

17.531 402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQT + 1.5EQT1 -2.952 15.792 0.533 2.027 -

0.001

15.114 403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1.5EQL + 1.5EQL1

2.671 12.490 -5.818 -22.120

0.000 -9.593


3.342 15.649 -5.712 -21.714

-0.000

-12.010 411:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.465 12.796 0.000 0.000 0.000 0.709

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -11.322 12.785 -0.000 -0.002 -0.000

46.389 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 0.259 7.474 -6.245 -

23.742 0.001 0.495

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 0.328 9.337 -6.245 -23.742

0.001 0.600

501:COMBINATION LOAD CASE 1 0.197 15.766 0.000 0.000 -0.000

1.549


19.682 503:COMBINATION LOAD CASE 1 -4.207 -0.001 -0.000 -0.000 -

0.000

18.133 505:COMBINATION LOAD CASE 1 0.152 8.916 3.106 8.796 -0.000

2.146

7 10:DEAD LOAD (DL) 0.019 7.572 -0.000 -0.000 0.000 -0.481

11:LIVE LOAD (LL) 0.000 0.008 0.000 0.000 0.000 -0.000

22:PIPE OPERATING LOAD (PO) 0.233 8.737 -0.000 0.000 -0.000

1.532


0.190 2.946 -0.000 -0.000 0.000 1.711


0.217 -0.000 -0.000 -0.000 -0.000

-0.842


0.026 -0.306 2.369 9.007 -0.001

-0.152

51:PIPE THERMAL TRANSVERSE LOAD (TLT) 3.395 0.002 -0.000 0.000 -0.001

-14.671 52:PIPE THERMAL LONGITUDINAL LOAD (TLL) 0.006 -0.091 0.534 2.028 0.000 0.001


-7.347 0.003 -0.000 -0.001 0.000 28.089 82:WIND LOAD IN +VE LONGITUDINAL

DIRCETION (WL +L) -0.000 -0.968 3.108 8.799 -

0.000 0.001


-0.020 0.391 -4.164 -15.830

0.001 0.156


-4.150 0.000 0.000 0.000 0.000 17.884 101:1DL + 1PE + 1EE + 1ML + 1WLL -7.328 7.574 -0.001 -0.002 0.000 27.608 102:1DL + 1PE + 1EE + 1ML + 1WLT 0.019 6.604 3.108 8.799 0.000 -0.481

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -4.389 7.581 -0.000 -0.001 0.000 16.372 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT 0.019 6.999 1.864 5.279 0.000 -0.481

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -7.328 7.581 -0.001 -0.002 0.000 27.608 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT 0.019 6.611 3.108 8.799 0.000 -0.481

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -4.389 7.577 -0.000 -0.001 0.000 16.372 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT 0.019 6.995 1.864 5.279 0.000 -0.481


111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -4.389 7.575 -0.000 -0.001 0.000 16.372 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT 0.019 6.993 1.864 5.279 0.000 -0.481




+ 0.6WLL -0.755 16.230 0.533 2.027 -

0.001 3.234


3.653 15.647 2.398 7.308 -0.001

-13.619 118:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -3.694 16.230 0.533 2.027 -

0.001


3.653 15.259 3.641 10.827

-0.001

-13.619 120:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.653 16.224 0.533 2.028 -

0.001 -


-0.755 16.226 0.533 2.027 -0.001

3.234


3.653 15.643 2.398 7.307 -0.001

-13.619 123:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -3.694 16.226 0.533 2.027 -

0.001


3.653 15.256 3.641 10.827

-0.001

-13.619 125:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.653 16.222 0.533 2.028 -

0.001 -


-0.755 16.224 0.533 2.027 -0.001

3.235


3.653 15.641 2.398 7.307 -0.001

-13.619 128:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -3.694 16.224 0.533 2.027 -

0.001


3.653 15.254 3.641 10.827

-0.001

-13.619 130:1DL + 1PE + 1PT + 1EE + 0.5WLL -3.655 7.573 -0.000 -0.001 0.000 13.563 131:1DL + 1PE + 1PT + 1EE + 0.5WLT 0.019 7.088 1.554 4.399 0.000 -0.481

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -3.655 7.573 -0.000 -0.001 0.000 13.563 133:1DL + 1PE + 1EE + 1ET + 0.5WLT 0.019 7.088 1.554 4.399 0.000 -0.481

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -11.002 7.575 -0.001 -0.002 0.000 41.653 202:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.019 6.120 4.661

13.198 0.000 -0.480


4.932 21.909 0.720 2.738 -0.001

-18.386 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLL -6.089 21.911 0.719 2.736 -

0.001

23.748

14/10/2013

205:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLT

4.932 20.456 5.382 15.936

-0.001

-18.385 206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1EQL + 1EQL1 2.903 13.367 -3.738 -

14.208 -

0.000 -

10.739 207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQT + 1EQT1

-1.227 12.976 0.427 1.623 -0.001

6.988


3.629 16.697 -4.464 -16.968

-0.000


+ 1.2EQT + 1.2EQT1 -1.326 16.228 0.533 2.028 -

0.001 7.841


2.898 13.465 -4.779 -18.166

0.000 -10.700 211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1.25EQT + 1.25EQT1 -2.264 12.976 0.427 1.623 -

0.001

11.459 212:1DL + 1LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1.25EQL + 1.25EQL1

3.628 16.717 -4.672 -17.760

-0.000


+ 1.25EQT + 1.25EQT1 -1.533 16.228 0.533 2.028 -

0.001 8.735

301:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.019 6.120 4.661 13.198

0.000 -0.480

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

4.923 22.032 -0.000 -0.000 -0.001

-18.388 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO +

1.35TLT + 1.5WLT 4.923 20.579 4.661

13.198 -

0.001 -


-1.232 13.049 -0.000 -0.000 -0.001

6.987


-0.503 16.319 -0.000 -0.000 -0.001

4.263


-2.269 13.049 -0.000 -0.000 -0.001

11.458 307:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT +

1.25EQT + 1.25EQT1 -1.540 16.320 -0.000 -0.000 -

0.001 8.734

308:1.35DL + 1.35PT 0.025 10.222 -0.000 -0.001 0.000 -0.650

311:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.576 14.211 -0.001 -0.001 0.000 0.523

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -10.445 14.213 -0.001 -0.004 0.000 42.657 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 0.321 8.805 -4.165 -

15.831 0.001 0.466

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 0.407 10.917 -4.165 -15.831

0.001 0.544

321:1.35DL + 1.35PO + 1.35F1 0.375 21.604 3.198 12.160

-0.001

1.213


-3.302 12.976 0.427 1.623 -0.001

15.930 402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQT + 1.5EQT1 -2.571 16.220 0.533 2.028 -

0.001


2.893 13.562 -5.820 -22.123

0.000 -10.661 404:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQL + 1.5EQL1 3.623 16.806 -5.713 -

21.717 0.000 -

13.385 411:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.576 14.211 -0.001 -0.001 0.000 0.523

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -10.445 14.213 -0.001 -0.004 0.000 42.657 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 0.311 9.001 -6.247 -

23.747 0.001 0.544

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 0.397 11.112 -6.247 -23.747

0.001 0.622


1.051


18.935 503:COMBINATION LOAD CASE 1 -4.150 0.000 0.000 0.000 0.000 17.884 505:COMBINATION LOAD CASE 1 0.233 7.769 3.108 8.799 -

0.000 1.533

13 10:DEAD LOAD (DL) -0.003 5.467 0.001 0.002 0.000 -0.406

11:LIVE LOAD (LL) 0.000 -0.001 0.000 0.000 0.000 -0.000

22:PIPE OPERATING LOAD (PO) -0.286 11.483 -0.000 -0.000 -0.000

1.379


-0.258 0.876 0.002 0.002 0.000 1.892


0.177 0.000 0.001 0.003 -0.000

-0.696


0.195 0.571 2.367 9.001 -0.001

-0.527

51:PIPE THERMAL TRANSVERSE LOAD (TLT) 3.701 -0.001 -0.000 0.000 -0.001

-16.337 52:PIPE THERMAL LONGITUDINAL LOAD (TLL) -0.014 0.143 0.533 2.027 0.000 0.028


-6.629 -0.000 0.003 0.012 0.000 24.294 82:WIND LOAD IN +VE LONGITUDINAL

DIRCETION (WL +L) -0.000 0.841 3.103 8.790 -

0.000 0.000


-0.194 -0.852 -4.159 -15.816

0.001 0.543


-4.033 -0.000 0.000 0.000 -0.000

17.453 101:1DL + 1PE + 1EE + 1ML + 1WLL -6.632 5.467 0.004 0.014 0.000 23.888 102:1DL + 1PE + 1EE + 1ML + 1WLT -0.003 6.308 3.104 8.792 0.000 -0.406

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -3.981 5.466 0.003 0.009 0.000 14.171 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT -0.003 5.971 1.863 5.276 0.000 -0.406

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -6.632 5.466 0.004 0.014 0.000 23.888 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT -0.003 6.307 3.104 8.792 0.000 -0.406

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -3.981 5.467 0.003 0.009 0.000 14.171 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT -0.003 5.971 1.863 5.276 0.000 -0.406


111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -3.981 5.467 0.003 0.009 0.000 14.171 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT -0.003 5.972 1.863 5.276 0.000 -0.406




+ 0.6WLL -0.580 17.091 0.536 2.036 -

0.001 -0.759


3.397 17.596 2.396 7.303 -0.001

-15.335 118:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -3.232 17.091 0.537 2.041 -

0.001 8.959

119:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL + 1WLT

3.397 17.932 3.637 10.819

-0.001

-15.335 120:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.397 17.092 0.534 2.029 -

0.001 -


-0.580 17.092 0.536 2.036 -0.001

-0.759


3.397 17.596 2.396 7.303 -0.001

-15.335 123:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -3.232 17.092 0.537 2.041 -

0.001 8.959

14/10/2013


3.397 17.933 3.637 10.819

-0.001

-15.335 125:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.397 17.092 0.534 2.029 -

0.001 -


-0.580 17.092 0.536 2.036 -0.001

-0.759


3.397 17.597 2.396 7.303 -0.001

-15.335 128:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -3.232 17.092 0.537 2.041 -

0.001 8.959


3.397 17.933 3.637 10.819

-0.001

-15.335 130:1DL + 1PE + 1PT + 1EE + 0.5WLL -3.318 5.467 0.003 0.008 0.000 11.741 131:1DL + 1PE + 1PT + 1EE + 0.5WLT -0.003 5.888 1.553 4.397 0.000 -0.406

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -3.318 5.467 0.003 0.008 0.000 11.741 133:1DL + 1PE + 1EE + 1ET + 0.5WLT -0.003 5.888 1.553 4.397 0.000 -0.406

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -9.947 5.467 0.006 0.020 0.000 36.035 202:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.003 6.728 4.656

13.187 0.000 -0.406


4.587 23.073 0.721 2.739 -0.001

-20.703 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLL -5.357 23.073 0.726 2.757 -

0.001


4.586 24.334 5.375 15.924

-0.001

-20.702 206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1EQL + 1EQL1 2.524 12.822 -3.732 -

14.193 -

0.000 -

11.725 207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT + 0.8TLL + 1EQT + 1EQT1

-1.315 13.674 0.427 1.623 -0.001

5.185


3.165 16.069 -4.457 -16.950

-0.000


+ 1.2EQT + 1.2EQT1 -1.443 17.091 0.534 2.029 -

0.001 5.608


2.475 12.609 -4.772 -18.147

0.000 -11.589 211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1.25EQT + 1.25EQT1 -2.324 13.674 0.427 1.623 -

0.001 9.548


3.155 16.027 -4.665 -17.741

-0.000


+ 1.25EQT + 1.25EQT1 -1.644 17.091 0.534 2.029 -

0.001 6.481

301:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.003 6.728 4.656 13.187

0.000 -0.406

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

4.605 22.880 0.001 0.002 -0.001

-20.741 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO +

1.35TLT + 1.5WLT 4.605 24.141 4.656

13.187 -

0.001 -


-1.304 13.560 0.001 0.001 -0.001

5.162


-0.622 16.948 0.001 0.002 -0.001

2.089


-2.313 13.560 0.001 0.001 -0.001

9.525


-1.630 16.948 0.001 0.002 -0.001

6.452

308:1.35DL + 1.35PT -0.005 7.381 0.002 0.002 0.000 -0.548

311:1.35DL + 1.5LL + 1.35VA + 1.35HA -0.113 8.562 0.005 0.009 0.000 1.067

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -10.057 8.562 0.010 0.027 0.000 37.508 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 -0.261 4.223 -4.157 -

15.811 0.001 1.175

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 -0.278 5.491 -4.156 -15.809

0.001 1.333

321:1.35DL + 1.35PO + 1.35F1 -0.128 23.654 3.197 12.154

-0.001

0.602


-3.332 13.674 0.427 1.623 -0.001

13.911 402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQT + 1.5EQT1 -2.653 17.092 0.534 2.029 -

0.001


2.427 12.396 -5.812 -22.101

0.000 -11.454 404:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQL + 1.5EQL1 3.106 15.815 -5.705 -

21.695 -

0.000 -

14.521 411:1.35DL + 1.5LL + 1.35VA + 1.35HA -0.113 8.562 0.005 0.009 0.000 1.067

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -10.057 8.562 0.010 0.027 0.000 37.508 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 -0.358 3.797 -6.236 -

23.719 0.001 1.447

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 -0.375 5.065 -6.235 -23.717

0.001 1.605

501:COMBINATION LOAD CASE 1 -0.290 16.950 0.001 0.001 -0.000

0.973


18.426 503:COMBINATION LOAD CASE 1 -4.033 -0.000 0.000 0.000 -

0.000

17.453 505:COMBINATION LOAD CASE 1 -0.286 12.324 3.103 8.790 -0.000

1.379

33 10:DEAD LOAD (DL) -0.048 7.599 0.000 0.000 0.000 -0.614

11:LIVE LOAD (LL) -0.000 0.109 0.000 0.000 0.000 0.000

22:PIPE OPERATING LOAD (PO) 0.034 8.705 0.000 0.000 -0.000

2.536


0.068 2.425 -0.000 -0.000 -0.000

2.022


0.230 0.000 -0.000 -0.000 0.000 -0.900


-0.011 -0.059 2.369 9.005 -0.001

0.049

51:PIPE THERMAL TRANSVERSE LOAD (TLT) 3.022 0.000 0.000 0.000 -0.001

-13.097 52:PIPE THERMAL LONGITUDINAL LOAD (TLL) 0.000 -0.013 0.533 2.028 0.000 -0.001


-8.177 -0.009 0.003 0.012 -0.000


DIRCETION (WL +L) 0.001 -0.249 3.106 8.796 -

0.000 -0.001


0.011 0.097 -4.163 -15.828

0.001 -0.052


-4.252 -0.001 0.001 0.003 -0.000

18.289 101:1DL + 1PE + 1EE + 1ML + 1WLL -8.225 7.590 0.003 0.012 -

0.000

30.962 102:1DL + 1PE + 1EE + 1ML + 1WLT -0.048 7.350 3.107 8.796 0.000 -0.615

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -4.955 7.703 0.002 0.008 -0.000

18.332 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT -0.048 7.558 1.864 5.278 0.000 -0.614

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -8.226 7.685 0.003 0.012 -0.000

30.963 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT -0.048 7.445 3.107 8.796 0.000 -0.615

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -4.955 7.648 0.002 0.007 -0.000

18.332 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT -0.048 7.504 1.864 5.278 0.000 -0.614

109:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLL -8.225 7.637 0.003 0.012 -0.000

30.963

14/10/2013

110:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLT -0.048 7.397 3.107 8.796 0.000 -0.615

111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -4.955 7.621 0.002 0.007 -0.000

18.332 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT -0.048 7.477 1.864 5.278 0.000 -0.615

113:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLL -8.225 7.614 0.003 0.012 -0.000

30.963 114:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLT -0.048 7.374 3.107 8.796 0.000 -0.615



+ 0.6WLL -1.899 16.395 0.536 2.036 -

0.001 7.769


3.008 16.251 2.398 7.306 -0.001

-11.177 118:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -5.170 16.377 0.537 2.040 -

0.001


3.008 16.137 3.640 10.824

-0.001

-11.178 120:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.007 16.345 0.534 2.028 -

0.001 -


-1.899 16.340 0.536 2.036 -0.001

7.769


3.008 16.196 2.398 7.306 -0.001

-11.178 123:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -5.170 16.330 0.537 2.040 -

0.001


3.008 16.090 3.640 10.824

-0.001

-11.178 125:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 3.007 16.318 0.534 2.028 -

0.001 -


-1.899 16.313 0.536 2.036 -0.001

7.769


3.008 16.169 2.397 7.306 -0.001

-11.178 128:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -5.170 16.306 0.537 2.040 -

0.001


3.008 16.066 3.640 10.824

-0.001

-11.178 130:1DL + 1PE + 1PT + 1EE + 0.5WLL -4.137 7.594 0.002 0.006 -

0.000

15.174 131:1DL + 1PE + 1PT + 1EE + 0.5WLT -0.048 7.474 1.553 4.398 0.000 -0.615

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -4.137 7.594 0.002 0.006 -0.000

15.174 133:1DL + 1PE + 1EE + 1ET + 0.5WLT -0.048 7.474 1.553 4.398 0.000 -0.615

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -12.314 7.586 0.005 0.018 -0.000

46.751 202:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.047 7.226 4.660

13.194 0.000 -0.616


4.060 22.156 0.721 2.739 -0.002

-15.088 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLL -8.206 22.122 0.725 2.756 -

0.002


4.061 21.761 5.380 15.932

-0.002

-15.091 206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1EQL + 1EQL1 2.417 13.129 -3.737 -

14.206 -

0.000 -8.994


-1.846 13.032 0.428 1.626 -0.001

9.347


3.021 16.516 -4.462 -16.965

-0.000


+ 1.2EQT + 1.2EQT1 -2.095 16.399 0.535 2.033 -

0.001


2.420 13.154 -4.777 -18.163

-0.000

-9.007


-2.909 13.032 0.428 1.627 -0.001


+ 1.25EQL + 1.25EQL1 3.021 16.521 -4.670 -

17.757 -

0.000 -


-2.307 16.399 0.535 2.033 -0.001

11.684 301:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.047 7.226 4.660

13.194 0.000 -0.616

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

4.060 22.174 0.001 0.001 -0.002

-15.086 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO +

1.35TLT + 1.5WLT 4.061 21.779 4.660

13.194 -

0.002 -


-1.846 13.043 0.001 0.004 -0.001

9.348


-1.245 16.412 0.001 0.004 -0.001

7.114


-2.909 13.042 0.001 0.004 -0.001

13.921 307:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT +

1.25EQT + 1.25EQT1 -2.307 16.412 0.001 0.005 -

0.001

11.686 308:1.35DL + 1.35PT -0.065 10.258 0.000 0.000 0.000 -0.829

311:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.337 13.695 0.000 0.000 0.000 0.686

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -11.929 13.661 0.005 0.018 -0.000

48.051 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 0.211 8.116 -4.163 -

15.828 0.001 0.354

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 0.261 10.229 -4.163 -15.828

0.001 0.456

321:1.35DL + 1.35PO + 1.35F1 -0.034 21.930 3.198 12.158

-0.002

2.660


-3.972 13.032 0.428 1.628 -0.001

18.492 402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQT + 1.5EQT1 -3.370 16.290 0.535 2.033 -

0.001


2.423 13.178 -5.818 -22.120

0.000 -9.020


3.024 16.436 -5.712 -21.714

-0.000

-11.256 411:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.337 13.695 0.000 0.000 0.000 0.686

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -11.929 13.661 0.005 0.018 -0.000

48.051 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 0.217 8.164 -6.245 -

23.742 0.001 0.328

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 0.267 10.278 -6.245 -23.742

0.001 0.430


1.922



0.000

18.289 505:COMBINATION LOAD CASE 1 0.034 8.457 3.106 8.796 -0.000

2.534

39 10:DEAD LOAD (DL) -0.100 8.280 0.000 0.000 0.000 -0.607

11:LIVE LOAD (LL) 0.001 2.879 0.000 0.000 0.000 -0.001

22:PIPE OPERATING LOAD (PO) -0.025 8.699 0.000 0.000 -0.000

2.768


0.187 2.960 0.000 0.000 -0.000

1.712


0.218 -0.001 0.000 0.000 0.000 -0.842


-0.010 0.233 2.369 9.006 -0.001

0.137

51:PIPE THERMAL TRANSVERSE LOAD (TLT) 2.934 0.000 -0.000 -0.000 -0.001

-12.741

14/10/2013

52:PIPE THERMAL LONGITUDINAL LOAD (TLL) 0.003 0.048 0.534 2.028 0.000 -0.010


-8.012 0.046 -0.003 -0.013 -0.001


DIRCETION (WL +L) -0.004 0.987 3.108 8.799 -

0.000 0.003


0.019 -0.383 -4.164 -15.831

0.001 -0.155


-4.242 0.004 -0.001 -0.004 -0.000

18.205 101:1DL + 1PE + 1EE + 1ML + 1WLL -8.112 8.326 -0.003 -0.013 -

0.001

29.829 102:1DL + 1PE + 1EE + 1ML + 1WLT -0.104 9.266 3.108 8.799 0.000 -0.604

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -4.907 11.187 -0.002 -0.007 -0.000

17.654 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT -0.101 11.751 1.865 5.280 0.000 -0.606

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -8.112 10.831 -0.003 -0.013 -0.001

29.829 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT -0.103 11.771 3.108 8.799 0.000 -0.604

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -4.907 9.747 -0.002 -0.008 -0.000

17.655 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT -0.102 10.311 1.865 5.279 0.000 -0.605

109:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLL -8.112 9.578 -0.003 -0.013 -0.001

29.829 110:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLT -0.103 10.519 3.108 8.799 0.000 -0.604

111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -4.907 9.027 -0.002 -0.008 -0.000

17.655 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT -0.102 9.592 1.865 5.279 0.000 -0.605

113:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLL -8.112 8.952 -0.003 -0.013 -0.001

29.829 114:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLT -0.104 9.893 3.108 8.799 0.000 -0.604



+ 0.6WLL -1.995 19.934 0.532 2.021 -

0.002 7.671


2.810 20.498 2.398 7.308 -0.001

-10.589 118:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -5.200 19.578 0.530 2.016 -

0.002


2.809 20.519 3.641 10.827

-0.001

-10.588 120:1DL + 0.5LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 2.812 18.467 0.534 2.028 -

0.001 -


-1.995 18.494 0.532 2.021 -0.002

7.671


2.810 19.059 2.398 7.308 -0.001

-10.589 123:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -5.201 18.326 0.530 2.016 -

0.002


2.808 19.266 3.641 10.827

-0.001

-10.588 125:1DL + 0.25LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL 2.812 17.747 0.534 2.028 -

0.001 -


-1.996 17.775 0.532 2.021 -0.002

7.671


2.810 18.339 2.398 7.308 -0.001

-10.589 128:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLL -5.201 17.700 0.530 2.016 -

0.002


2.808 18.640 3.641 10.827

-0.001

-10.588 130:1DL + 1PE + 1PT + 1EE + 0.5WLL -4.106 8.303 -0.002 -0.006 -

0.000

14.611 131:1DL + 1PE + 1PT + 1EE + 0.5WLT -0.102 8.773 1.554 4.400 0.000 -0.605

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -4.106 8.303 -0.002 -0.006 -0.000

14.611 133:1DL + 1PE + 1EE + 1ET + 0.5WLT -0.102 8.773 1.554 4.400 0.000 -0.605

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -12.119 8.349 -0.005 -0.019 -0.001

45.047 202:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.106 9.760 4.662

13.198 0.000 -0.603


3.797 27.305 0.720 2.739 -0.001

-14.298 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLL -8.222 26.799 0.715 2.719 -

0.003


3.791 28.210 5.382 15.937

-0.001

-14.294 206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1EQL + 1EQL1 2.268 13.239 -3.737 -

14.208 -

0.000 -8.627


-1.992 13.626 0.426 1.619 -0.001

9.733


2.835 19.446 -4.464 -16.968

-0.000


+ 1.2EQT + 1.2EQT1 -2.278 19.911 0.532 2.024 -

0.001


2.272 13.143 -4.779 -18.166

-0.000

-8.666


-3.053 13.627 0.426 1.618 -0.001


+ 1.25EQL + 1.25EQL1 2.836 19.427 -4.672 -

17.760 -

0.000 -


-2.490 19.911 0.532 2.024 -0.001

12.165 301:1DL + 1PE + 1EE + 1ML + 1.5WLT -0.106 9.760 4.662

13.198 0.000 -0.603

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

3.793 27.240 0.000 0.001 -0.002

-14.285 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO +

1.35TLT + 1.5WLT 3.788 28.144 4.662

13.199 -

0.002 -


-1.995 13.587 -0.001 -0.004 -0.001

9.741


-1.432 19.862 -0.001 -0.004 -0.001

7.624


-3.055 13.588 -0.001 -0.005 -0.001

14.292 307:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT +

1.25EQT + 1.25EQT1 -2.492 19.863 -0.001 -0.005 -

0.001

12.175 308:1.35DL + 1.35PT -0.135 11.178 0.000 0.000 0.000 -0.819

311:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.413 19.491 0.001 0.001 0.000 0.355

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -11.606 18.985 -0.005 -0.018 -0.001

46.009 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 0.263 8.608 -4.164 -

15.830 0.001 0.056

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 0.325 13.735 -4.164 -15.830

0.001 0.108

321:1.35DL + 1.35PO + 1.35F1 -0.182 23.236 3.198 12.159

-0.001

3.102


-4.113 13.628 0.425 1.617 -0.001

18.835 402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQT + 1.5EQT1 -3.551 17.033 0.532 2.022 -

0.001


2.277 13.047 -5.820 -22.123

0.000 -8.705


2.839 16.452 -5.713 -21.718

-0.000

-10.823 411:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.413 19.491 0.001 0.001 0.000 0.355

14/10/2013

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -11.606 18.985 -0.005 -0.018 -0.001

46.009 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 0.272 8.416 -6.246 -

23.745 0.001 -0.022

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 0.334 13.543 -6.246 -23.745

0.001 0.030


2.161


20.366 503:COMBINATION LOAD CASE 1 -4.242 0.004 -0.001 -0.004 -

0.000


2.770

45 10:DEAD LOAD (DL) 0.087 5.437 -0.001 -0.001 0.000 -0.772

11:LIVE LOAD (LL) -0.001 0.046 -0.000 -0.000 0.000 0.000

22:PIPE OPERATING LOAD (PO) -0.107 8.700 0.000 0.000 -0.000

3.073


-0.256 0.868 -0.002 -0.002 -0.000

1.891


0.177 0.001 -0.001 -0.003 0.000 -0.696


-0.210 -0.512 2.367 9.000 -0.001

0.541

51:PIPE THERMAL TRANSVERSE LOAD (TLT) 2.806 -0.000 0.000 0.000 -0.001

-12.272 52:PIPE THERMAL LONGITUDINAL LOAD (TLL) 0.006 -0.108 0.533 2.027 0.000 -0.024


-7.085 -0.027 -0.002 -0.009 -0.001


DIRCETION (WL +L) 0.002 -0.851 3.103 8.790 -

0.000 -0.001


0.195 0.844 -4.159 -15.816

0.001 -0.542


-4.091 -0.003 0.000 0.001 -0.000

17.691 101:1DL + 1PE + 1EE + 1ML + 1WLL -6.998 5.409 -0.003 -0.010 -

0.001

25.400 102:1DL + 1PE + 1EE + 1ML + 1WLT 0.089 4.586 3.102 8.789 0.000 -0.773

103:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLL -4.165 5.467 -0.003 -0.007 -0.000

14.932 104:1DL + 1LL + 1PE + 1EE + 1ML + 0.6WLT 0.088 4.972 1.860 5.272 0.000 -0.772

105:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLL -6.999 5.450 -0.004 -0.010 -0.001

25.400 106:1DL + 0.87LL + 1PE + 1EE + 1ML + 1WLT 0.089 4.626 3.102 8.788 0.000 -0.772

107:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLL -4.165 5.444 -0.003 -0.007 -0.000

14.931 108:1DL + 0.5LL + 1PE + 1EE + 1ML + 0.6WLT 0.088 4.949 1.860 5.272 0.000 -0.772

109:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLL -6.999 5.430 -0.004 -0.010 -0.001

25.400 110:1DL + 0.435LL + 1PE + 1EE + 1ML + 1WLT 0.089 4.606 3.102 8.789 0.000 -0.773

111:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLL -4.164 5.432 -0.003 -0.007 -0.000

14.931 112:1DL + 0.25LL + 1PE + 1EE + 1ML + 0.6WLT 0.088 4.938 1.860 5.273 0.000 -0.772

113:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLL -6.999 5.419 -0.003 -0.010 -0.001

25.400 114:1DL + 0.2175LL + 1PE + 1EE + 1ML + 1WLT 0.089 4.596 3.102 8.789 0.000 -0.773


-9.994


-1.460 14.058 0.530 2.020 -0.001

5.709


2.792 13.564 2.393 7.299 -0.001

-9.995


-4.294 14.042 0.529 2.017 -0.002

16.177 119:1DL + 0.87LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT 2.793 13.218 3.635

10.815 -

0.001 -9.995


2.791 14.052 0.532 2.025 -0.001

-9.994


-1.460 14.035 0.530 2.020 -0.001

5.709


2.792 13.541 2.394 7.299 -0.001

-9.995


-4.294 14.021 0.530 2.017 -0.002

16.177 124:1DL + 0.435LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT 2.793 13.198 3.635

10.816 -

0.001 -9.995


2.791 14.040 0.532 2.025 -0.001

-9.994


-1.460 14.024 0.530 2.020 -0.001

5.708


2.793 13.530 2.394 7.300 -0.001

-9.995


-4.294 14.011 0.530 2.017 -0.002

16.177 129:1DL + 0.2175LL + 1PO + 1EO + 1TL3 + 1TLT +

1TLL + 1WLT 2.793 13.188 3.635

10.816 -

0.001 -9.996

130:1DL + 1PE + 1PT + 1EE + 0.5WLL -3.456 5.423 -0.002 -0.006 -0.000

12.314 131:1DL + 1PE + 1PT + 1EE + 0.5WLT 0.088 5.011 1.550 4.394 0.000 -0.772

132:1DL + 1PE + 1EE + 1ET + 0.5WLL -3.456 5.423 -0.002 -0.006 -0.000

12.314 133:1DL + 1PE + 1EE + 1ET + 0.5WLT 0.088 5.011 1.550 4.394 0.000 -0.772

201:1DL + 1PE + 1EE + 1ML + 1.5WLL -10.541 5.396 -0.005 -0.014 -0.001

38.486 202:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.090 4.160 4.653

13.184 0.000 -0.773


3.768 19.008 0.718 2.734 -0.001

-13.492 204:1.35DL + 1.3LL + 1.35PO + 1.35EO + 1.35TL3 +

1.35TLT + 1.35TLL + 1.5WLL -6.860 18.958 0.714 2.721 -

0.002


3.771 17.722 5.372 15.919

-0.001

-13.494 206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 + 0.8TLT +

0.8TLL + 1EQL + 1EQL1 2.428 12.067 -3.734 -

14.196 -

0.000 -8.537


-1.858 11.220 0.426 1.621 -0.001

9.695


3.025 15.088 -4.460 -16.954

-0.000


+ 1.2EQT + 1.2EQT1 -2.118 14.072 0.532 2.026 -

0.001


2.477 12.278 -4.774 -18.150

-0.000

-8.673


-2.881 11.220 0.426 1.622 -0.001


+ 1.25EQL + 1.25EQL1 3.035 15.130 -4.668 -

17.745 -

0.000 -


-2.323 14.072 0.532 2.026 -0.001

12.119 301:1DL + 1PE + 1EE + 1ML + 1.5WLT 0.090 4.160 4.653

13.184 0.000 -0.773

302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

3.759 19.154 -0.002 -0.002 -0.001

-13.460 303:1.35DL + 1.3LL + 1.35PO + 1.35PAL + 1.35EO +

1.35TLT + 1.5WLT 3.763 17.868 4.653

13.183 -

0.001 -


-1.863 11.307 -0.001 -0.000 -0.001

9.714

14/10/2013


-1.306 14.181 -0.001 -0.001 -0.001

7.721


-2.885 11.306 -0.001 0.000 -0.001

14.137 307:1DL + 1LL + 1PO + 1PAL + 1EO + 1TLT +

1.25EQT + 1.25EQT1 -2.329 14.180 -0.001 -0.000 -

0.001

12.143 308:1.35DL + 1.35PT 0.117 7.340 -0.002 -0.002 0.000 -1.042

311:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.010 8.581 -0.005 -0.009 0.000 0.573

312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -10.618 8.531 -0.008 -0.022 -0.001

39.830 313:0.8DL + 0.8VA + 0.8HA + 1EQL + 1EQL1 0.201 5.888 -4.162 -

15.821 0.001 -0.203

314:1DL + 1LL + 1VA + 1HA + 1EQL + 1EQL1 0.203 7.196 -4.163 -15.823

0.001 -0.118

321:1.35DL + 1.35PO + 1.35F1 -0.311 18.394 3.194 12.148

-0.001

3.837


-3.903 11.219 0.426 1.622 -0.001

18.541 402:1DL + 1PO + 1EO + 1TL3 + 1TLT + 1TLL +

1.5EQT + 1.5EQT1 -3.345 14.025 0.532 2.027 -

0.001


2.526 12.489 -5.814 -22.104

0.000 -8.808


3.084 15.295 -5.707 -21.699

-0.000

-10.807 411:1.35DL + 1.5LL + 1.35VA + 1.35HA 0.010 8.581 -0.005 -0.009 0.000 0.573

412:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL -10.618 8.531 -0.008 -0.022 -0.001

39.830 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL + 1.5EQL1 0.299 6.311 -6.242 -

23.729 0.001 -0.473

414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1 0.300 7.618 -6.243 -23.731

0.001 -0.388


2.301



0.000


3.072


Node L/C FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

Max FX

7 203:1.35DL + 1.5LL + 1.35PO + 0.81PSV + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL

4.932 21.909 0.720 2.738 -0.001

-18.386 Min

FX 33 201:1DL + 1PE + 1EE + 1ML + 1.5WLL -12.314 7.586 0.005 0.018 -

0.000

46.751 Max FY


3.791 28.210 5.382 15.937

-0.001

-14.294 Min

FY 7 82:WIND LOAD IN +VE LONGITUDINAL

DIRCETION (WL +L) -0.000 -0.968 3.108 8.799 -

0.000 0.001

Max FZ


3.791 28.210 5.382 15.937

-0.001

-14.294 Min

FZ 7 414:1DL + 1LL + 1VA + 1HA + 1.5EQL +

1.5EQL1 0.397 11.112 -6.247 -

23.747

0.001 0.622

Max MX


3.791 28.210 5.382 15.937

-0.001

-14.294 Min

MX 7 414:1DL + 1LL + 1VA + 1HA + 1.5EQL +

1.5EQL1 0.397 11.112 -6.247 -

23.747

0.001 0.622

Max MY

7 414:1DL + 1LL + 1VA + 1HA + 1.5EQL + 1.5EQL1

0.397 11.112 -6.247 -23.747

0.001

0.622

Min MY


-8.222 26.799 0.715 2.719 -0.003

31.356 Max

MZ 33 312:1.35DL + 1.3LL + 1.35VA + 1.35HA +

1.5WLL -11.929 13.661 0.005 0.018 -

0.000

48.051 Min MZ

13 302:1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT

4.605 22.880 0.001 0.002 -0.001

-20.741


Analysis Property

Design Property

Actual Ratio

Allowable Ratio

Ratio (Act./Allow.)

Clause L/C Ax (cm

2)

Iz (cm

4)

Iy (cm

4)

Ix (cm

4)

1 HE180A HE180A 0.778 1.000 0.778 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 2 HE180A HE180A 0.081 1.000 0.081 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800 3 HE180A HE180A 0.061 1.000 0.061 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 4 HE140A HE140A 0.049 1.000 0.049 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

5 HE140A HE140A 0.049 1.000 0.049 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

6 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

7 HE180A HE180A 0.718 1.000 0.718 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 13 HE180A HE180A 0.055 1.000 0.055 EC-

6.2.9.1 204

45.300 2.51E

3

925.000

14.800 14 HE180A HE180A 0.044 1.000 0.044 EC-6.3.2 LTB

311 45.300

2.51E 3

925.000

14.800 15 HE180A HE180A 0.079 1.000 0.079 EC-

6.2.9.1 302

45.300 2.51E

3

925.000

14.800 16 HE180A HE180A 0.067 1.000 0.067 EC-6.2.9.1

302 45.300

2.51E 3

925.000

14.800 17 HE140A HE140A 0.052 1.000 0.052 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

18 HE140A HE140A 0.050 1.000 0.050 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

19 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

20 HE180A HE180A 0.622 1.000 0.622 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 21 HE180A HE180A 0.127 1.000 0.127 EC-

6.2.9.1 204

45.300 2.51E

3

925.000

14.800 22 HE180A HE180A 0.112 1.000 0.112 EC-6.2.9.1

204 45.300

2.51E 3

925.000

14.800

14/10/2013

23 HE180A HE180A 0.065 1.000 0.065 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 24 HE180A HE180A 0.106 1.000 0.106 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800 25 HE140A HE140A 0.119 1.000 0.119 EC-6.2.9.1

205 31.400

1.03E 3

389.000

8.100

26 HE140A HE140A 0.115 1.000 0.115 EC-6.2.9.1

205 31.400

1.03E 3

389.000

8.100

27 HE140A HE140A 0.029 1.000 0.029 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

46 HE180A HE180A 0.806 1.000 0.806 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 47 HE180A HE180A 0.079 1.000 0.079 EC-6.3.2

LTB 203

45.300 2.51E

3

925.000

14.800 48 HE180A HE180A 0.068 1.000 0.068 EC-6.3.2 LTB

203 45.300

2.51E 3

925.000

14.800 49 HE140A HE140A 0.052 1.000 0.052 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

50 HE140A HE140A 0.051 1.000 0.051 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

51 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

52 HE180A HE180A 0.040 1.000 0.040 EC-6.3.3.LTB

204 45.300

2.51E 3

925.000

14.800 53 HE180A HE180A 0.042 1.000 0.042 EC-6.3.2

LTB 311

45.300 2.51E

3

925.000

14.800 54 HE180A HE180A 0.777 1.000 0.777 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 55 HE180A HE180A 0.109 1.000 0.109 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800 56 HE180A HE180A 0.102 1.000 0.102 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 57 HE140A HE140A 0.065 1.000 0.065 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

58 HE140A HE140A 0.065 1.000 0.065 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

59 HE140A HE140A 0.057 1.000 0.057 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

60 HE180A HE180A 0.092 1.000 0.092 EC-6.3.3.LTB

204 45.300

2.51E 3

925.000

14.800 61 HE180A HE180A 0.044 1.000 0.044 EC-6.3.2

LTB 311

45.300 2.51E

3

925.000

14.800 62 HE180A HE180A 0.664 1.000 0.664 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 63 HE180A HE180A 0.068 1.000 0.068 EC-

6.2.9.1 302

45.300 2.51E

3

925.000

14.800 64 HE180A HE180A 0.050 1.000 0.050 EC-6.3.2 LTB

302 45.300

2.51E 3

925.000

14.800 65 HE140A HE140A 0.111 1.000 0.111 EC-

6.2.9.1 205

31.400 1.03E

3

389.000 8.100

66 HE140A HE140A 0.112 1.000 0.112 EC-6.2.9.1

205 31.400

1.03E 3

389.000

8.100

67 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

68 HE180A HE180A 0.121 1.000 0.121 EC-6.2.9.1

204 45.300

2.51E 3

925.000

14.800 69 HE180A HE180A 0.114 1.000 0.114 EC-

6.2.9.1 312

45.300 2.51E

3

925.000

14.800 70 HE180A HE180A 0.054 1.000 0.054 EC-6.2.9.1

204 45.300

2.51E 3

925.000

14.800 71 HE180A HE180A 0.053 1.000 0.053 EC-

6.2.9.1 204

45.300 2.51E

3

925.000

14.800 72 HE100A N/A 21.200

349.000

134.000

5.200

73 HE100A N/A 21.200

349.000

134.000

5.200

74 HE100A N/A 21.200

349.000

134.000

5.200

75 HE180A HE180A 0.053 1.000 0.053 EC-6.2.9.1

204 45.300

2.51E 3

925.000

14.800 76 HE140A N/A

31.400 1.03E

3

389.000 8.100

77 HE140A N/A 31.400

1.03E 3

389.000

8.100

78 HE140A N/A 31.400

1.03E 3

389.000

8.100

Failed Members There is no data of this type.

14/10/2013

Z:-21

Z:-22

Z:-21

Z:-21 Z:-21

Z:-21

Z:-21

Z:-22

Z:-21 Z:-21

Z:-21

Z:-21

Z:-21

Z:-21 Z:-21

Z:-21

Z:-21

Z:-21

Z:-21 Z:-21

Z:-21

Z:-21

Z:-21

Z:-21

Z:-21

Z:-21

Z:-21

Z:-21

Z:-21 Z:-21

Z:-21

Z:-21

Z:-22

Z:-21

Z:-21

Z:-21

Z:-22


Displacement - mm

XY

Z


14/10/2013

X:24

X:34

X:24

X:28 X:24

X:40

X:28

X:34

X:30 X:28

X:44

X:30

X:40

X:31 X:30

X:45

X:31

X:44

X:30 X:31

X:42

X:25

X:30

X:45

X:31

X:37

X:30

X:26

X:25 X:30

X:39

X:30

X:36

X:25

X:42

X:25

X:36


Displacement - mm

XY

Z


14/10/2013

0.622

0.115

0. 0652

0 . 1 1 2

0.718

0. 106

0. 0288

0.0502

0. 0796

0.119

0 . 0 4 5 50 . 1 2 7

0.778

0. 0679

0. 0302

0.0577

0. 103

0.0519

0 . 0 4 20 . 0 5 5 2

0.806

0. 0833

0. 0563

0.06

0. 103

0.0577

0 . 0 4 6 30 . 0 4 0 2

0.777

0. 0919

0. 0566

0.0658

0. 109

0.0603

0 . 0 5 2 6 0 . 1 1 4

0.664

0 . 0 5 3 6

0. 102

0 . 0 5 2 6

0. 0569

0 . 0 9 2 7

0.113

0. 0915

0.065

0 . 1 2 1 0. 0741

0. 0555

0.111

Load 113

XY

Z

UTILIZATION RATIO



PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156


ATTACHMENT 5

PIPE RACK PR-H2

STAAD OUTPUT

14/10/2013

STAAD.Pro Report

To: From:


12:56:00

Ref: ca/ Document1

Job Information


Name:

Date: 06-Oct-13









Type L/C Name






Primary 81 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) Primary 82 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) Primary 91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL) Primary 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT) Combination 101 1DL + 1PE + 1EE + 1ML + 1WLL
















14/10/2013
























Nodes

Node X (m)

Y (m)

Z (m)

1 0.00 0.00 0.42

2 0.00 3.90 0.42

3 0.90 3.90 0.42

4 -0.90 3.90 0.42

5 0.90 5.00 0.42

6 -0.90 5.00 0.42

7 0.00 0.00 -3.58

8 0.00 3.90 -3.58

9 0.90 3.90 -3.58

14/10/2013

10 -0.90 3.90 -3.58

11 -0.90 5.00 -3.58

12 0.90 5.00 -3.58

13 0.00 0.00 -7.58

14 0.00 3.90 -7.58

15 -0.90 3.90 -7.58

16 0.90 3.90 -7.58

17 -0.90 5.00 -7.58

18 0.90 5.00 -7.58

19 0.00 0.00 -11.58

20 0.00 3.90 -11.58

21 -0.90 3.90 -11.58

22 0.90 3.90 -11.58

23 -0.90 5.00 -11.58

24 0.90 5.00 -11.58

25 -0.90 3.90 -9.58

26 0.90 3.90 -9.58

30 0.00 3.90 -12.68

31 -0.90 3.90 -12.68

32 0.90 3.90 -12.68

33 0.00 0.00 4.42

34 0.00 3.90 4.42

35 0.90 3.90 4.42

36 -0.90 3.90 4.42

37 -0.90 5.00 4.42

38 0.90 5.00 4.42

39 0.00 0.00 8.42

40 0.00 3.90 8.42

41 0.90 3.90 8.42

42 -0.90 3.90 8.42

43 -0.90 5.00 8.42

44 0.90 5.00 8.42

45 0.00 0.00 12.42

46 0.00 3.90 12.42

47 0.90 3.90 12.42

48 -0.90 3.90 12.42

49 -0.90 5.00 12.42

50 0.90 5.00 12.42

14/10/2013

19

3230 2231 20

24

21

13

26

23

2516

14

18

15

7

17

98

12

10

1

11

32

5

4

33

6

3534

38

36

39

37

4140

44

42

45

43

4746

50

48

49

Load 92

X

Y

Z

NODE NUMBERS

Beams

Beam Node A Node B Length (m)

Property β

(degrees)

1 1 2 3.90 2 0

2 3 2 0.90 2 0

3 2 4 0.90 2 0

4 4 6 1.10 1 0

5 3 5 1.10 1 0

6 5 6 1.80 1 0

7 7 8 3.90 2 0

13 4 10 4.00 2 0

14 3 9 4.00 2 0

15 9 8 0.90 2 0

16 8 10 0.90 2 0

17 10 11 1.10 1 0

18 9 12 1.10 1 0

19 12 11 1.80 1 0

20 13 14 3.90 2 0

21 10 15 4.00 2 0

22 9 16 4.00 2 0

23 16 14 0.90 2 0

24 14 15 0.90 2 0

25 15 17 1.10 1 0

26 16 18 1.10 1 0

27 18 17 1.80 1 0

28 19 20 3.90 2 0

29 15 25 2.00 2 0

30 16 26 2.00 2 0

31 22 20 0.90 2 0

32 20 21 0.90 2 0

33 21 23 1.10 1 0

34 22 24 1.10 1 0

14/10/2013

35 24 23 1.80 1 0

36 25 21 2.00 2 0

37 26 22 2.00 2 0

40 26 25 1.80 1 0

42 21 31 1.10 2 0

43 22 32 1.10 2 0

44 32 30 0.90 2 0

45 30 31 0.90 2 0

46 33 34 3.90 2 0

47 35 34 0.90 2 0

48 34 36 0.90 2 0

49 36 37 1.10 1 0

50 35 38 1.10 1 0

51 38 37 1.80 1 0

52 36 4 4.00 2 0

53 35 3 4.00 2 0

54 39 40 3.90 2 0

55 41 40 0.90 2 0

56 40 42 0.90 2 0

57 42 43 1.10 1 0

58 41 44 1.10 1 0

59 44 43 1.80 1 0

60 42 36 4.00 2 0

61 41 35 4.00 2 0

62 45 46 3.90 2 0

63 47 46 0.90 2 0

64 46 48 0.90 2 0

65 48 49 1.10 1 0

66 47 50 1.10 1 0

67 50 49 1.80 1 0

68 48 42 4.00 2 0

69 47 41 4.00 2 0

14/10/2013

4 4

28

4 34 5 3 1

34

4 2 3 73 2

3 5

33

3 6 4 0 3 0

20

2 3

26

2 9 2 4

2 7

25

2 2

7

2 11 5

18

1 6

1 9

17

1 4

1

1 32

5

3

6

4

5 3

46

5 24 7

50

4 8

5 1

49

6 1

54

6 05 5

58

5 6

5 9

57

6 9

62

6 86 3

66

6 4

6 7

65

Load 92

X

Y

Z

BEAM NUMBERS


Area

(cm2)

Iyy

(cm4)

Izz

(cm4)

J

(cm4)

Material

1 HE140A 31.400 389.000 1.03E 3 6.422 STEEL

2 HE180A 45.300 925.000 2.51E 3 11.451 STEEL

14/10/2013

HE180A

H E1 8 0 AHE180A

HE180A

HE180A

H E1 8 0 A

HE140A

HE140A

HE140A

H E1 8 0 AH E1 8 0 A

HE180A

H E1 8 0 A

HE180A

HE140A

HE140A

H E1 8 0 AH E1 8 0 A

HE180A

HE180A

HE140A

HE140A

H E1 8 0 AH E1 8 0 A

HE180A

HE180A

HE140A

HE140A

H E1 8 0 AH E1 8 0 A

HE180A

HE180A

HE140A

HE140A

H E1 8 0 AH E1 8 0 A

HE180A

HE180A

HE140A

HE140A

H E1 8 0 A HE180A

HE140A

HE140A

SECTION PROPERTIES

14/10/2013

Materials Mat Name

E (kN/mm

2)

ν Density (kg/m

3)

α

(/°C)

3 STEEL 205.000 0.300 7.83E 3 12E -6


5 ALUMINUM 68.948 0.330 2.71E 3 23E -6

6 CONCRETE 21.718 0.170 2.4E 3 10E -6

Supports Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX (kN

-m/deg)

rY (kN

-m/deg)

rZ (kN

-m/deg)











11 LIVE LOAD (LL)













81 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T) 82 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L) 93 EQUIPMENT EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - () 94 EQUIPMENT EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - ()

14/10/2013







1.00






1.00







0.60







0.60







1.00







1.00







0.60







0.60







1.00







1.00






14/10/2013


0.60







0.60







1.00







1.00

















0.60










0.60










1.00










1.00













14/10/2013





0.60










0.60










1.00










1.00


















0.60










0.60










1.00










1.00



14/10/2013




0.50






0.50






0.50






0.50






1.50






1.50



















1.50










1.50









1.00


1.00









1.00


1.00

14/10/2013










1.20


1.20










1.20


1.20









1.25


1.25









1.25


1.25










1.25


1.25










1.25


1.25






1.50

302 1.35DL + 1.5LL + 1.35PO + 1.35PAL + 1.35EO + 1.35TLT














14/10/2013


1.50








1.00


1.00









1.00


1.00








1.25


1.25









1.25


1.25

308 1.35DL + 1.35PT 10 DEAD LOAD (DL) 1.35





1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.00


1.00




1.00


1.00


1.00


1.00




1.35









1.50


1.50







14/10/2013



1.50


1.50









1.50


1.50









1.50


1.50




1.35


1.35




1.35


1.35


1.50



0.80


0.80


1.50


1.50




1.00


1.00


1.50


1.50










1.00


1.00


1.00


1.00



1.00


Importance Factor

Rw X Rw Z Site Soil

Ct Period X (sec)

Period Z (sec)

Accidental Torsion

0.400 1.000 3.000 3.000 1.000 - - - No

Selfweight included

14/10/2013


d (m)

Beams

0.600 1.55 6, 19, 27, 35, 51, 59, 67

0.600 0.95 6, 19, 27, 35, 51, 59, 67

2.800 0.20 6, 19, 27, 35, 51, 59, 67

0.500 0.60 3, 16, 24, 32, 45, 48, 56, 64

0.200 0.45 3, 16, 24, 32, 45, 48, 56, 64

0.200 0.33 3, 16, 24, 32, 45, 48, 56, 64

0.200 0.22 3, 16, 24, 32, 45, 48, 56, 64

1.900 0.80 2, 15, 23, 31, 40, 44, 47, 55, 63

1.900 0.59 2, 15, 23, 31, 40, 44, 47, 55, 63

0.500 0.22 2, 15, 23, 31, 40, 44, 47, 55, 63


Da (m)

Fb Db Ecc. (m)

6 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

19 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

27 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

35 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

40 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

51 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

59 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -

67 CON kN GY -0.600 0.95 - - -

CON kN GY -0.600 1.55 - - -


Y -1.050

14/10/2013

-0.600 -0.600

-0.600 -0.600 -0.600

-0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600

-0.600 -0.600


XY

Z

10 DEAD LOAD (DL)


Da (m)

Fb Db Ecc. (m)

40 CON kN GY -3.000 - - - -

-3.000

Load 11<kN>

XY

Z

11 LIVE LOAD (LL)

14/10/2013


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - -1.900 - - - -

8 - -1.900 - - - -

14 - -1.900 - - - -

20 - -1.900 - - - -

30 - -1.900 - - - -

34 - -1.900 - - - -

40 - -1.900 - - - -

46 - -1.900 - - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

3 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

6 CON kN GY -2.800 0.20 - - -

15 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

16 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

19 CON kN GY -2.800 0.20 - - -

23 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

24 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

25 CON kN GY -2.800 0.20 - - -

27 CON kN GY -2.800 0.20 - - -

31 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

32 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

35 CON kN GY -2.800 0.20 - - -

40 CON kN GY -2.800 0.20 - - -

44 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

45 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

47 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

48 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

14/10/2013

51 CON kN GY -2.800 0.20 - - -

55 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

56 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

59 CON kN GY -2.800 0.20 - - -

63 CON kN GY -0.500 0.22 - - -

CON kN GY -0.500 0.36 - - -

CON kN GY -1.900 0.59 - - -

64 CON kN GY -0.200 0.22 - - -

CON kN GY -0.200 0.33 - - -

CON kN GY -0.200 0.45 - - -

CON kN GY -0.500 0.60 - - -

67 CON kN GY -2.800 0.20 - - -

-1.900

-0.500 -0.500

-1.900

-0.500 -0.500 -0.500 -0.200 -0.200 -0.200 -0.500

-0.200 -0.200 -0.200

-2.800

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900

-0.500 -0.500

-0.500 -0.200 -0.200 -0.200

-2.800

-1.900 -1.900

-1.900

-1.900

-1.900

-1.900

-1.900

-1.900

Load 22<kN>

XY

Z


DETAIL “A”

DETAIL „A“

14/10/2013


Da (m)

Fb Db Ecc. (m)

14 CON kN GY -2.500 - - - -

22 CON kN GY -2.500 - - - -

37 CON kN GY -2.500 0.00 - - -

43 CON kN GY -2.500 - - - -

53 CON kN GY -2.500 - - - -

61 CON kN GY -2.500 - - - -

69 CON kN GY -2.500 - - - -

-2.500

-2.500

-2.500

-2.500

-2.500

-2.500

-2.500

Load 31<kN>

XY

Z



Da (m)

Fb Db Ecc. (m)

14 CON kN GX -0.250 - - - -

22 CON kN GX -0.250 - - - -

37 CON kN GX -0.250 0.00 - - -

43 CON kN GX -0.250 - - - -

53 CON kN GX -0.250 - - - -

61 CON kN GX -0.250 - - - -

69 CON kN GX -0.250 - - - -

14/10/2013

-0.250

-0.250

-0.250

-0.250

-0.250

-0.250

-0.250

Load 32<kN>

XY

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -0.630 - - -

8 - - -0.630 - - -

14 - - -0.630 - - -

20 - - -0.630 - - -

30 - - -0.630 - - -

34 - - -0.630 - - -

40 - - -0.630 - - -

46 - - -0.630 - - -


Da (m)

Fb Db Ecc. (m)

2 CON kN GZ -0.630 0.59 - - -

6 CON kN GZ -0.950 0.20 - - -

15 CON kN GZ -0.630 0.59 - - -

19 CON kN GZ -0.950 0.20 - - -

23 CON kN GZ -0.630 0.59 - - -

25 CON kN GZ -0.950 0.20 - - -

27 CON kN GZ -0.950 0.20 - - -

31 CON kN GZ -0.630 0.59 - - -

35 CON kN GZ -0.950 0.20 - - -

40 CON kN GZ -0.950 0.20 - - -

44 CON kN GZ -0.630 0.59 - - -

47 CON kN GZ -0.630 0.59 - - -

51 CON kN GZ -0.950 0.20 - - -

55 CON kN GZ -0.630 0.59 - - -

59 CON kN GZ -0.950 0.20 - - -

63 CON kN GZ -0.630 0.59 - - -

67 CON kN GZ -0.950 0.20 - - -

14/10/2013

-0.630 -0.630

-0.950

-0.950 -0.630

-0.950

-0.950 -0.630

-0.950

-0.630

-0.950

-0.630

-0.950

-0.630

-0.950

-0.630

-0.950

-0.630 -0.630

-0.630

-0.630

-0.630

-0.630

-0.630

-0.630

Load 35<kN>

XY

Z


DETAIL “B”


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 -1.770 - - - - -

8 -1.770 - - - - -

14 -1.770 - - - - -

20 -1.770 - - - - -

30 -1.770 - - - - -

34 -1.770 - - - - -

40 -1.770 - - - - -

46 -1.770 - - - - -

DETAIL „B“

14/10/2013


Da (m)

Fb Db Ecc. (m)

6 CON kN GX -1.200 - - - -

19 CON kN GX -1.200 - - - -

27 CON kN GX -1.200 - - - -

35 CON kN GX -1.200 - - - -

40 CON kN GX -1.200 - - - -

51 CON kN GX -1.200 - - - -

59 CON kN GX -1.200 - - - -

67 CON kN GX -1.200 - - - -

-1.200

-1.200 -1.200

-1.200

-1.200

-1.200

-1.200

-1.200

-1.770 -1.770

-1.770

-1.770

-1.770

-1.770

-1.770

-1.770

Load 51<kN>

XY

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

2 - - -0.300 - - -

8 - - -0.300 - - -

14 - - -0.300 - - -

20 - - -0.300 - - -

30 - - -0.300 - - -

34 - - -0.300 - - -

40 - - -0.300 - - -

46 - - -0.300 - - -


Da (m)

Fb Db Ecc. (m)

6 CON kN GZ -0.200 - - - -

19 CON kN GZ -0.200 - - - -

27 CON kN GZ -0.200 - - - -

35 CON kN GZ -0.200 - - - -

14/10/2013

40 CON kN GZ -0.200 - - - -

51 CON kN GZ -0.200 - - - -

59 CON kN GZ -0.200 - - - -

67 CON kN GZ -0.200 - - - -

-0.200

-0.200 -0.200

-0.200

-0.200

-0.200

-0.200

-0.200

-0.300 -0.300

-0.300

-0.300

-0.300

-0.300

-0.300

-0.300

Load 52<kN>

XY

Z



FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

4 2.740 - - - - -

6 2.740 - - - - -

10 2.740 - - - - -

11 2.740 - - - - -

15 2.740 - - - - -

17 2.740 - - - - -

21 1.370 - - - - -

23 1.370 - - - - -

36 2.740 - - - - -

37 2.740 - - - - -

42 2.740 - - - - -

43 2.740 - - - - -

48 1.370 - - - - -

49 1.370 - - - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GX 0.410 - - - -

7 UNI kN/m GX 0.410 - - - -

20 UNI kN/m GX 0.410 - - - -

28 UNI kN/m GX 0.410 - - - -

46 UNI kN/m GX 0.410 - - - -

54 UNI kN/m GX 0.410 - - - -

62 UNI kN/m GX 0.410 - - - -

14/10/2013

0.410

0.410

0.410

0.410

0.410

0.410

0.410

1.370

1.370

2.740

2.740

2.740

2.740

2.740

2.740

2.740

2.740

2.740

2.740

1.370

1.370

Load 81<kN>

XY

Z

Whole Structure Loads 0.777006kN:1m 81 WIND LOAD IN +VE TRANSVERSE DIRCETION (WL +T)


FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

21 - - -1.130 - - -

22 - - -1.130 - - -

23 - - -1.130 - - -

24 - - -1.130 - - -

47 - - -1.130 - - -

48 - - -1.130 - - -

49 - - -1.130 - - -

50 - - -1.130 - - -


Da (m)

Fb Db Ecc. (m)

1 UNI kN/m GZ -0.410 - - - -

7 UNI kN/m GZ -0.410 - - - -

20 UNI kN/m GZ -0.410 - - - -

28 UNI kN/m GZ -0.410 - - - -

46 UNI kN/m GZ -0.410 - - - -

54 UNI kN/m GZ -0.410 - - - -

62 UNI kN/m GZ -0.410 - - - -

14/10/2013

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-0.410

-1.130

-1.130

-1.130

-1.130

-1.130

-1.130

-1.130

-1.130

Load 82<kN>

XY

Z

Whole Structure Loads 0.320444kN:1m 82 WIND LOAD IN +VE LONGITUDINAL DIRCETION (WL +L)



UBC Z 1.000

0.414 0.543 1.010

1.062

1.193 0.959

0.237 0.366 0.679

0.498 1.062

0.639 1.193

0.503 0.773

0.498 1.062

1.193

0.597 0.773

0.498 1.062

1.193

0.597 0.773

0.498 1.062

1.193

0.597 0.773

0.498 1.062

1.193

0.597 0.586

0.498 1.062

1.193

0.409

0.498

Load 91<kN>

XY

Z

Whole Structure Loads 0.5kN:1m 91 EARTHQUAKE LOAD IN LONGITUDINAL DIRECTION - (EQL)

14/10/2013



UBC X 1.000

0.414 0.543

1.010

1.062

1.193 0.959

0.237 0.366

0.679

0.498

1.062

0.639

1.193 0.503

0.773

0.498

1.062

1.193 0.597 0.773

0.498

1.062

1.193 0.597 0.773

0.498

1.062

1.193 0.597 0.773

0.498

1.062

1.193 0.597 0.586

0.498

1.062

1.193 0.409

0.498

Load 92<kN>

XY

Z

Whole Structure Loads 0.5kN:1m 92 EARTHQUAKE LOAD IN TRANSVERSE DIRECTION - (EQT)

Reactions


Node L/C FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

1 10:DEAD LOAD (DL)

0.013 7.267 0.000 0.000 -0.000 -0.464

11:LIVE LOAD (LL) -0.000 0.070 -0.000 -0.001 0.000 0.000


0.040 8.642 0.001 0.003 0.000 2.538


-0.008 2.517 0.000 0.001 0.000 2.275


0.251 0.000 0.000 0.000 -0.000 -0.979


-0.005 0.008 2.662 10.119 -0.001 0.022


3.141 -0.000 -0.000 -0.000 -0.001 -13.562


0.000 -0.000 0.571 2.173 0.000 -0.000


-6.735 0.000 -0.000 -0.000 -0.000 26.192

82:WIND LOAD IN +VE

0.000 -0.000 2.891 7.976 0.000 -0.000


0.004 0.000 -4.443 -16.892 0.001 -0.018


-4.256 0.000 -0.000 -0.000 0.001 18.310

101:1DL + 1PE + 1EE + 1ML + 1WLL

-6.722 7.267 0.000 0.000 -0.000 25.728

102:1DL + 1PE + 1EE + 1ML + 1WLT

0.013 7.267 2.891 7.976 -0.000 -0.464

103:1DL + 1LL + 1PE + 1EE + 1ML +

-4.028 7.338 -0.000 -0.000 -0.000 15.251

104:1DL + 1LL + 1PE + 1EE + 1ML +

0.013 7.337 1.734 4.785 -0.000 -0.464

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-6.722 7.328 -0.000 -0.000 -0.000 25.728

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

0.013 7.328 2.891 7.975 -0.000 -0.464

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-4.028 7.302 -0.000 0.000 -0.000 15.251

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

0.013 7.302 1.734 4.785 -0.000 -0.464

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-6.722 7.298 -0.000 0.000 -0.000 25.728

110:1DL + 0.435LL + 1PE + 1EE + 1ML

0.013 7.298 2.891 7.976 -0.000 -0.464

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-4.028 7.285 0.000 0.000 -0.000 15.251

14/10/2013

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

0.013 7.285 1.734 4.786 -0.000 -0.464

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-6.722 7.282 0.000 0.000 -0.000 25.728

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

0.013 7.282 2.891 7.976 -0.000 -0.464

115:1DL + 1LL + 1PO + 1EO + 1TL3

3.194 15.980 0.572 2.175 -0.001 -11.488

116:1DL + 1LL + 1PO + 1EO + 1TL3

-0.847 15.980 0.572 2.175 -0.001 4.227

117:1DL + 1LL + 1PO + 1EO + 1TL3

3.194 15.980 2.307 6.961 -0.001 -11.488

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.541 15.970 0.572 2.175 -0.001 14.704

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

3.194 15.970 3.463 10.151 -0.001 -11.488

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.194 15.944 0.572 2.176 -0.001 -11.488

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.847 15.944 0.572 2.176 -0.001 4.227

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.194 15.944 2.307 6.961 -0.001 -11.488

123:1DL + 0.435LL + 1PO + 1EO +

-3.541 15.940 0.572 2.176 -0.001 14.704

124:1DL + 0.435LL + 1PO + 1EO +

3.194 15.940 3.463 10.151 -0.001 -11.488

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.194 15.927 0.572 2.176 -0.001 -11.488

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.847 15.927 0.572 2.176 -0.001 4.227

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.194 15.927 2.307 6.961 -0.001 -11.488

128:1DL + 0.2175LL + 1PO + 1EO +

-3.541 15.924 0.572 2.176 -0.001 14.704

129:1DL + 0.2175LL + 1PO + 1EO +

3.194 15.924 3.463 10.151 -0.001 -11.488

130:1DL + 1PE + 1PT + 1EE +

-3.354 7.267 0.000 0.000 -0.000 12.632

131:1DL + 1PE + 1PT + 1EE +

0.013 7.267 1.445 3.988 -0.000 -0.464

132:1DL + 1PE + 1EE + 1ET +

-3.354 7.267 0.000 0.000 -0.000 12.632

133:1DL + 1PE + 1EE + 1ET +

0.013 7.267 1.445 3.988 -0.000 -0.464

201:1DL + 1PE + 1EE + 1ML +

-10.089 7.267 0.000 0.000 -0.000 38.824

202:1DL + 1PE + 1EE + 1ML +

0.013 7.267 4.336 11.964 -0.000 -0.464

203:1.35DL + 1.5LL + 1.35PO +

4.312 21.583 0.772 2.937 -0.002 -15.509

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.790 21.569 0.772 2.937 -0.002 23.779

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

4.312 21.569 5.109 14.900 -0.002 -15.509

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.560 12.727 -3.986 -15.152 -0.000 -9.209

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-1.701 12.727 0.458 1.741 0.000 9.120

208:1DL + 1LL + 1PO + 1EO + 1TL3

3.199 15.980 -4.760 -18.095 -0.000 -11.510

209:1DL + 1LL + 1PO + 1EO + 1TL3

-1.913 15.980 0.572 2.175 0.000 10.484

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.561 12.727 -5.096 -19.375 -0.000 -9.213

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-2.765 12.727 0.458 1.741 0.001 13.697

212:1DL + 1LL + 1PO + 1EO + 1TL3

3.199 15.980 -4.982 -18.940 -0.000 -11.511

213:1DL + 1LL + 1PO + 1EO + 1TL3

-2.126 15.980 0.572 2.175 0.000 11.400

301:1DL + 1PE + 1EE + 1ML +

0.013 7.267 4.336 11.964 -0.000 -0.464

302:1.35DL + 1.5LL + 1.35PO +

4.312 21.583 0.001 0.004 -0.002 -15.509

303:1.35DL + 1.3LL + 1.35PO +

4.312 21.569 4.337 11.967 -0.002 -15.509

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-1.701 12.727 0.001 0.003 0.000 9.120

305:1DL + 1LL + 1PO + 1PAL + 1EO

-1.062 15.980 0.001 0.003 0.000 6.822

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-2.765 12.727 0.001 0.003 0.001 13.697

307:1DL + 1LL + 1PO + 1PAL + 1EO

-2.126 15.980 0.001 0.003 0.000 11.400

308:1.35DL + 1.35PT

0.018 9.810 0.000 0.000 -0.000 -0.626

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.345 13.314 0.000 0.001 0.000 1.124

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-9.757 13.300 0.000 0.001 -0.000 40.411

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.209 7.827 -4.443 -16.891 0.001 0.648

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.260 9.855 -4.443 -16.892 0.001 0.814

321:1.35DL + 1.35PO + 1.35F1

0.065 21.488 3.594 13.665 -0.001 2.830

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-3.829 12.727 0.458 1.741 0.001 18.275

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-3.190 15.909 0.572 2.176 0.001 15.977

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.562 12.727 -6.207 -23.598 -0.000 -9.218

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

3.201 15.909 -6.093 -23.163 -0.000 -11.516

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.345 13.314 0.000 0.001 0.000 1.124

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-9.757 13.300 0.000 0.001 -0.000 40.411

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.211 7.827 -6.665 -25.337 0.001 0.638

414:1DL + 1LL + 1VA + 1HA +

0.262 9.855 -6.665 -25.338 0.001 0.805


0.053 15.923 0.001 0.003 0.000 2.074


-4.203 15.923 0.001 0.003 0.001 20.384


-4.256 0.000 -0.000 -0.000 0.001 18.310


0.040 8.642 2.892 7.979 0.000 2.538

7 10:DEAD LOAD (DL)

0.028 7.023 0.000 0.001 -0.000 -0.528

11:LIVE LOAD (LL) -0.000 -0.379 0.000 -0.000 0.000 0.000


-0.117 8.902 0.001 0.003 0.000 2.692


-0.072 2.496 0.000 0.001 0.000 2.499


0.267 -0.000 -0.000 -0.000 -0.000 -1.044


0.020 0.010 2.662 10.120 -0.001 -0.049


3.398 -0.000 -0.000 -0.000 -0.001 -14.656


-0.000 0.010 0.572 2.173 0.000 0.000


-6.577 -0.000 -0.000 -0.000 -0.000 25.519

14/10/2013

82:WIND LOAD IN +VE

-0.000 0.197 2.891 7.976 0.000 0.000


-0.010 -0.078 -4.444 -16.894 0.001 0.035


-4.495 -0.000 -0.000 -0.000 0.001 19.329

101:1DL + 1PE + 1EE + 1ML + 1WLL

-6.549 7.023 0.000 0.000 -0.000 24.991

102:1DL + 1PE + 1EE + 1ML + 1WLT

0.028 7.220 2.891 7.976 -0.000 -0.528

103:1DL + 1LL + 1PE + 1EE + 1ML +

-3.918 6.643 0.000 0.000 -0.000 14.783

104:1DL + 1LL + 1PE + 1EE + 1ML +

0.028 6.762 1.735 4.786 -0.000 -0.528

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-6.549 6.693 0.000 0.000 -0.000 24.991

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

0.028 6.890 2.891 7.976 -0.000 -0.528

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-3.918 6.833 0.000 0.000 -0.000 14.783

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

0.028 6.951 1.735 4.786 -0.000 -0.528

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-6.549 6.858 0.000 0.000 -0.000 24.991

110:1DL + 0.435LL + 1PE + 1EE + 1ML

0.028 7.055 2.891 7.976 -0.000 -0.528

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-3.918 6.928 0.000 0.000 -0.000 14.783

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

0.028 7.046 1.735 4.786 -0.000 -0.528

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-6.549 6.940 0.000 0.000 -0.000 24.991

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

0.028 7.137 2.891 7.976 -0.000 -0.528

115:1DL + 1LL + 1PO + 1EO + 1TL3

3.308 15.555 0.572 2.176 -0.001 -12.492

116:1DL + 1LL + 1PO + 1EO + 1TL3

-0.638 15.555 0.572 2.176 -0.001 2.819

117:1DL + 1LL + 1PO + 1EO + 1TL3

3.308 15.674 2.307 6.961 -0.001 -12.492

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.268 15.605 0.572 2.176 -0.001 13.027

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

3.308 15.802 3.463 10.152 -0.001 -12.492

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.308 15.745 0.572 2.176 -0.001 -12.492

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.638 15.745 0.572 2.176 -0.001 2.819

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.308 15.863 2.307 6.961 -0.001 -12.492

123:1DL + 0.435LL + 1PO + 1EO +

-3.268 15.770 0.572 2.176 -0.001 13.027

124:1DL + 0.435LL + 1PO + 1EO +

3.308 15.967 3.463 10.152 -0.001 -12.492

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.308 15.840 0.572 2.176 -0.001 -12.492

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.638 15.840 0.572 2.176 -0.001 2.819

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.308 15.958 2.307 6.962 -0.001 -12.492

128:1DL + 0.2175LL + 1PO + 1EO +

-3.268 15.852 0.572 2.176 -0.001 13.027

129:1DL + 0.2175LL + 1PO + 1EO +

3.308 16.049 3.463 10.152 -0.001 -12.492

130:1DL + 1PE + 1PT + 1EE +

-3.260 7.023 0.000 0.001 -0.000 12.231

131:1DL + 1PE + 1PT + 1EE +

0.028 7.121 1.446 3.988 -0.000 -0.528

132:1DL + 1PE + 1EE + 1ET +

-3.260 7.023 0.000 0.001 -0.000 12.231

133:1DL + 1PE + 1EE + 1ET +

0.028 7.121 1.446 3.988 -0.000 -0.528

201:1DL + 1PE + 1EE + 1ML +

-9.837 7.023 0.000 0.000 -0.000 37.750

202:1DL + 1PE + 1EE + 1ML +

0.028 7.318 4.336 11.964 -0.000 -0.528

203:1.35DL + 1.5LL + 1.35PO +

4.466 20.943 0.773 2.937 -0.001 -16.865

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.399 21.019 0.773 2.937 -0.002 21.414

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

4.466 21.314 5.109 14.901 -0.001 -16.865

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.636 12.670 -3.986 -15.153 -0.000 -9.959

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-1.849 12.748 0.458 1.741 0.000 9.335

208:1DL + 1LL + 1PO + 1EO + 1TL3

3.296 15.462 -4.760 -18.096 -0.000 -12.450

209:1DL + 1LL + 1PO + 1EO + 1TL3

-2.086 15.555 0.572 2.176 0.000 10.703

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.634 12.650 -5.097 -19.376 -0.000 -9.950

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-2.972 12.748 0.458 1.741 0.001 14.168

212:1DL + 1LL + 1PO + 1EO + 1TL3

3.295 15.458 -4.982 -18.941 -0.000 -12.449

213:1DL + 1LL + 1PO + 1EO + 1TL3

-2.311 15.555 0.572 2.176 0.000 11.669

301:1DL + 1PE + 1EE + 1ML +

0.028 7.318 4.336 11.964 -0.000 -0.528

302:1.35DL + 1.5LL + 1.35PO +

4.466 20.929 0.001 0.004 -0.001 -16.865

303:1.35DL + 1.3LL + 1.35PO +

4.466 21.301 4.337 11.968 -0.001 -16.865

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-1.849 12.740 0.001 0.003 0.000 9.335

305:1DL + 1LL + 1PO + 1PAL + 1EO

-1.187 15.545 0.001 0.003 0.000 6.837

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-2.972 12.740 0.001 0.003 0.001 14.168

307:1DL + 1LL + 1PO + 1PAL + 1EO

-2.311 15.545 0.001 0.003 0.000 11.669

308:1.35DL + 1.35PT

0.038 9.481 0.000 0.001 -0.000 -0.713

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.301 12.281 0.001 0.001 0.000 1.251

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-9.564 12.357 0.001 0.001 0.000 39.530

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.168 7.537 -4.443 -16.892 0.001 0.776

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.213 9.061 -4.443 -16.892 0.001 0.962

321:1.35DL + 1.35PO + 1.35F1

-0.094 21.512 3.595 13.667 -0.001 2.855

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-4.096 12.748 0.458 1.741 0.001 19.000

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-3.435 15.935 0.572 2.176 0.001 16.501

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.631 12.631 -6.208 -23.599 0.000 -9.942

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

3.293 15.818 -6.093 -23.164 -0.000 -12.440

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.301 12.281 0.001 0.001 0.000 1.251

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-9.564 12.357 0.001 0.001 0.000 39.530

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.163 7.498 -6.665 -25.339 0.001 0.794

14/10/2013

414:1DL + 1LL + 1VA + 1HA +

0.207 9.022 -6.665 -25.339 0.001 0.979


-0.089 15.849 0.001 0.003 0.000 2.164


-4.585 15.849 0.001 0.003 0.001 21.493


-4.495 -0.000 -0.000 -0.000 0.001 19.329


-0.117 9.099 2.891 7.979 0.000 2.692


-0.032 8.301 -0.001 -0.001 -0.000 -0.532

11:LIVE LOAD (LL) 0.000 2.089 -0.002 -0.002 0.000 0.000


-0.408 11.014 0.001 0.004 0.000 3.232


-0.136 2.471 0.000 0.001 0.000 2.846


0.295 0.000 0.000 0.002 -0.000 -1.155


-0.005 -0.230 2.662 10.122 -0.001 -0.104


4.019 -0.000 -0.000 -0.000 -0.001 -16.968


-0.000 -0.050 0.572 2.173 0.000 0.000


-6.070 0.000 0.000 0.000 0.000 23.495

82:WIND LOAD IN +VE

-0.000 -0.957 2.892 7.979 0.000 0.000


0.002 0.393 -4.445 -16.896 0.001 0.089


-5.064 0.000 0.000 0.000 0.001 21.436

101:1DL + 1PE + 1EE + 1ML + 1WLL

-6.102 8.301 -0.001 -0.000 -0.000 22.963

102:1DL + 1PE + 1EE + 1ML + 1WLT

-0.032 7.345 2.891 7.978 -0.000 -0.532

103:1DL + 1LL + 1PE + 1EE + 1ML +

-3.674 10.390 -0.002 -0.003 -0.000 13.565

104:1DL + 1LL + 1PE + 1EE + 1ML +

-0.032 9.816 1.733 4.784 -0.000 -0.532

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-6.102 10.119 -0.002 -0.003 -0.000 22.963

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

-0.032 9.162 2.890 7.976 -0.000 -0.532

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-3.674 9.346 -0.001 -0.002 -0.000 13.565

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

-0.032 8.772 1.734 4.786 -0.000 -0.532

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-6.102 9.210 -0.001 -0.002 -0.000 22.963

110:1DL + 0.435LL + 1PE + 1EE + 1ML

-0.032 8.253 2.891 7.977 -0.000 -0.532

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-3.674 8.823 -0.001 -0.001 -0.000 13.565

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

-0.032 8.249 1.734 4.786 -0.000 -0.532

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-6.102 8.756 -0.001 -0.001 -0.000 22.963

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

-0.032 7.799 2.891 7.978 -0.000 -0.532

115:1DL + 1LL + 1PO + 1EO + 1TL3

3.579 21.354 0.571 2.174 -0.001 -14.269

116:1DL + 1LL + 1PO + 1EO + 1TL3

-0.063 21.354 0.571 2.174 -0.001 -0.171

117:1DL + 1LL + 1PO + 1EO + 1TL3

3.579 20.780 2.306 6.961 -0.001 -14.269

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-2.491 21.082 0.571 2.174 -0.001 9.227

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

3.579 20.125 3.463 10.153 -0.001 -14.269

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.579 20.309 0.571 2.175 -0.001 -14.269

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.063 20.309 0.571 2.175 -0.001 -0.171

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.579 19.735 2.307 6.962 -0.001 -14.269

123:1DL + 0.435LL + 1PO + 1EO +

-2.491 20.173 0.571 2.175 -0.001 9.227

124:1DL + 0.435LL + 1PO + 1EO +

3.579 19.217 3.463 10.154 -0.001 -14.269

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.579 19.787 0.572 2.175 -0.001 -14.269

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.063 19.787 0.572 2.175 -0.001 -0.171

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.579 19.213 2.307 6.963 -0.001 -14.269

128:1DL + 0.2175LL + 1PO + 1EO +

-2.491 19.719 0.572 2.175 -0.001 9.227

129:1DL + 0.2175LL + 1PO + 1EO +

3.579 18.762 3.464 10.154 -0.001 -14.269

130:1DL + 1PE + 1PT + 1EE +

-3.067 8.301 -0.001 -0.001 -0.000 11.216

131:1DL + 1PE + 1PT + 1EE +

-0.032 7.823 1.445 3.989 -0.000 -0.532

132:1DL + 1PE + 1EE + 1ET +

-3.067 8.301 -0.001 -0.001 -0.000 11.216

133:1DL + 1PE + 1EE + 1ET +

-0.032 7.823 1.445 3.989 -0.000 -0.532

201:1DL + 1PE + 1EE + 1ML +

-9.137 8.301 -0.001 -0.000 -0.000 34.711

202:1DL + 1PE + 1EE + 1ML +

-0.032 6.866 4.337 11.968 -0.000 -0.532

203:1.35DL + 1.5LL + 1.35PO +

4.831 29.141 0.770 2.934 -0.001 -19.263

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-4.274 28.723 0.770 2.935 -0.001 15.980

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

4.831 27.288 5.108 14.903 -0.001 -19.263

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.865 15.805 -3.987 -15.155 -0.000 -11.325

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-2.200 15.412 0.458 1.741 0.000 10.021

208:1DL + 1LL + 1PO + 1EO + 1TL3

3.581 21.825 -4.763 -18.102 -0.000 -14.161

209:1DL + 1LL + 1PO + 1EO + 1TL3

-2.497 21.354 0.571 2.174 0.000 11.455

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.866 15.903 -5.098 -19.379 -0.000 -11.303

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-3.466 15.412 0.458 1.741 0.001 15.380

212:1DL + 1LL + 1PO + 1EO + 1TL3

3.581 21.845 -4.985 -18.946 -0.000 -14.157

213:1DL + 1LL + 1PO + 1EO + 1TL3

-2.751 21.354 0.571 2.174 0.000 12.527

301:1DL + 1PE + 1EE + 1ML +

-0.032 6.866 4.337 11.968 -0.000 -0.532

302:1.35DL + 1.5LL + 1.35PO +

4.831 29.209 -0.002 0.000 -0.001 -19.263

303:1.35DL + 1.3LL + 1.35PO +

4.831 27.356 4.337 11.969 -0.001 -19.263

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-2.200 15.452 0.000 0.002 0.000 10.021

305:1DL + 1LL + 1PO + 1PAL + 1EO

-1.485 21.404 -0.001 0.001 0.000 7.168

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-3.466 15.452 0.000 0.002 0.001 15.380

14/10/2013

307:1DL + 1LL + 1PO + 1PAL + 1EO

-2.751 21.404 -0.001 0.001 0.000 12.527

308:1.35DL + 1.35PT

-0.043 11.207 -0.001 -0.001 -0.000 -0.718

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.171 17.676 -0.002 -0.001 0.000 1.564

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.934 17.258 -0.002 -0.000 0.000 36.807

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.103 9.011 -4.445 -16.894 0.001 1.016

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.129 13.254 -4.446 -16.896 0.001 1.248

321:1.35DL + 1.35PO + 1.35F1

-0.600 25.764 3.595 13.668 -0.001 3.504

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-4.732 15.412 0.458 1.741 0.001 20.740

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-4.016 19.265 0.572 2.176 0.001 17.886

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.866 16.001 -6.209 -23.603 0.000 -11.281

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

3.582 19.854 -6.095 -23.168 -0.000 -14.134

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.171 17.676 -0.002 -0.001 0.000 1.564

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.934 17.258 -0.002 -0.000 0.000 36.807

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.104 9.207 -6.667 -25.342 0.001 1.061

414:1DL + 1LL + 1VA + 1HA +

0.130 13.450 -6.668 -25.344 0.001 1.292


-0.440 19.733 0.000 0.003 0.000 2.700


-5.504 19.733 0.000 0.003 0.001 24.136


-5.064 0.000 0.000 0.000 0.001 21.436


-0.408 10.057 2.893 7.982 0.000 3.232


0.001 7.957 0.001 0.002 -0.000 -0.616

11:LIVE LOAD (LL) -0.000 1.231 0.002 0.002 0.000 0.000


0.386 17.732 -0.005 -0.004 0.000 2.688


0.110 3.781 -0.000 0.001 0.000 2.920


0.343 0.000 -0.000 -0.000 -0.000 -1.334


0.254 0.547 2.662 10.122 -0.001 -0.724


4.686 -0.000 -0.000 -0.000 -0.001 -19.567


-0.000 0.111 0.571 2.173 0.000 0.000


-5.979 -0.000 0.000 0.000 -0.000 21.791

82:WIND LOAD IN +VE

-0.000 0.831 2.889 7.978 0.000 0.000


-0.219 -0.864 -4.444 -16.898 0.001 0.632


-5.654 -0.000 -0.000 -0.000 0.001 23.742

101:1DL + 1PE + 1EE + 1ML + 1WLL

-5.978 7.957 0.001 0.002 -0.000 21.175

102:1DL + 1PE + 1EE + 1ML + 1WLT

0.001 8.788 2.890 7.980 -0.000 -0.616

103:1DL + 1LL + 1PE + 1EE + 1ML +

-3.586 9.188 0.003 0.004 -0.000 12.459

104:1DL + 1LL + 1PE + 1EE + 1ML +

0.001 9.686 1.737 4.791 -0.000 -0.616

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-5.978 9.028 0.003 0.004 -0.000 21.175

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

0.001 9.859 2.892 7.982 -0.000 -0.616

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-3.586 8.572 0.002 0.003 -0.000 12.459

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

0.001 9.071 1.736 4.790 -0.000 -0.616

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-5.978 8.492 0.002 0.003 -0.000 21.175

110:1DL + 0.435LL + 1PE + 1EE + 1ML

0.001 9.323 2.891 7.981 -0.000 -0.616

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-3.586 8.264 0.002 0.002 -0.000 12.459

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

0.001 8.763 1.735 4.789 -0.000 -0.616

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-5.978 8.224 0.002 0.002 -0.000 21.175

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

0.001 9.056 2.891 7.980 -0.000 -0.616

115:1DL + 1LL + 1PO + 1EO + 1TL3

5.074 27.031 0.570 2.173 -0.001 -17.495

116:1DL + 1LL + 1PO + 1EO + 1TL3

1.487 27.031 0.570 2.173 -0.001 -4.420

117:1DL + 1LL + 1PO + 1EO + 1TL3

5.074 27.530 2.303 6.959 -0.001 -17.495

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-0.905 26.871 0.569 2.172 -0.001 4.296

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

5.074 27.702 3.459 10.150 -0.001 -17.495

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

5.074 26.415 0.569 2.171 -0.001 -17.495

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

1.487 26.415 0.569 2.171 -0.001 -4.420

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

5.074 26.914 2.302 6.958 -0.001 -17.495

123:1DL + 0.435LL + 1PO + 1EO +

-0.905 26.335 0.569 2.171 -0.001 4.296

124:1DL + 0.435LL + 1PO + 1EO +

5.074 27.167 3.458 10.149 -0.001 -17.495

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

5.074 26.108 0.568 2.171 -0.001 -17.495

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

1.487 26.108 0.568 2.171 -0.001 -4.420

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

5.074 26.606 2.302 6.958 -0.001 -17.495

128:1DL + 0.2175LL + 1PO + 1EO +

-0.905 26.068 0.568 2.171 -0.001 4.296

129:1DL + 0.2175LL + 1PO + 1EO +

5.074 26.899 3.457 10.149 -0.001 -17.495

130:1DL + 1PE + 1PT + 1EE +

-2.988 7.957 0.001 0.002 -0.000 10.279

131:1DL + 1PE + 1PT + 1EE +

0.001 8.372 1.446 3.991 -0.000 -0.616

132:1DL + 1PE + 1EE + 1ET +

-2.988 7.957 0.001 0.002 -0.000 10.279

133:1DL + 1PE + 1EE + 1ET +

0.001 8.372 1.446 3.991 -0.000 -0.616

201:1DL + 1PE + 1EE + 1ML +

-8.967 7.957 0.001 0.002 -0.000 32.071

202:1DL + 1PE + 1EE + 1ML +

0.001 9.204 4.335 11.968 -0.000 -0.616

203:1.35DL + 1.5LL + 1.35PO +

6.850 36.676 0.769 2.933 -0.001 -23.618

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-2.118 36.430 0.769 2.933 -0.002 9.068

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

6.850 37.677 5.103 14.900 -0.001 -23.618

14/10/2013

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

3.840 19.776 -3.990 -15.161 -0.000 -13.364

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-1.595 20.640 0.454 1.736 0.000 9.746

208:1DL + 1LL + 1PO + 1EO + 1TL3

4.811 25.994 -4.763 -18.105 -0.000 -16.737

209:1DL + 1LL + 1PO + 1EO + 1TL3

-1.711 27.031 0.570 2.173 0.000 10.996

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

3.785 19.560 -5.101 -19.386 -0.000 -13.206

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-3.008 20.640 0.454 1.736 0.001 15.682

212:1DL + 1LL + 1PO + 1EO + 1TL3

4.800 25.951 -4.985 -18.949 -0.000 -16.705

213:1DL + 1LL + 1PO + 1EO + 1TL3

-1.993 27.031 0.570 2.173 0.000 12.183

301:1DL + 1PE + 1EE + 1ML +

0.001 9.204 4.335 11.968 -0.000 -0.616

302:1.35DL + 1.5LL + 1.35PO +

6.850 36.527 -0.002 -0.000 -0.001 -23.618

303:1.35DL + 1.3LL + 1.35PO +

6.850 37.527 4.331 11.966 -0.001 -23.618

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-1.595 20.551 -0.003 -0.002 0.000 9.746

305:1DL + 1LL + 1PO + 1PAL + 1EO

-0.580 26.920 -0.002 -0.000 0.000 6.247

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-3.008 20.551 -0.003 -0.002 0.001 15.682

307:1DL + 1LL + 1PO + 1PAL + 1EO

-1.993 26.920 -0.002 -0.000 0.000 12.183

308:1.35DL + 1.35PT

0.002 10.742 0.001 0.002 -0.000 -0.832

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.613 17.692 0.005 0.006 0.000 1.310

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.355 17.445 0.004 0.006 0.000 33.997

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.144 8.526 -4.443 -16.896 0.001 1.408

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.235 12.104 -4.441 -16.893 0.001 1.602

321:1.35DL + 1.35PO + 1.35F1

0.867 35.419 3.589 13.661 -0.001 1.820

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-4.421 20.640 0.454 1.736 0.001 21.618

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-3.407 25.800 0.568 2.170 0.001 18.119

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

3.730 19.344 -6.212 -23.610 -0.000 -13.048

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

4.745 24.504 -6.098 -23.176 -0.000 -16.547

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.613 17.692 0.005 0.006 0.000 1.310

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.355 17.445 0.004 0.006 0.000 33.997

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.034 8.094 -6.665 -25.345 0.001 1.724

414:1DL + 1LL + 1VA + 1HA +

0.125 11.672 -6.663 -25.342 0.001 1.918


0.388 25.935 -0.003 -0.002 0.000 2.072


-5.266 25.935 -0.003 -0.002 0.001 25.815


-5.654 -0.000 -0.000 -0.000 0.001 23.742


0.386 18.564 2.884 7.974 0.000 2.688


0.002 7.148 0.000 0.000 -0.000 -0.430

11:LIVE LOAD (LL) -0.000 -0.013 -0.000 -0.001 0.000 0.000


0.023 8.711 0.001 0.003 0.000 2.581


0.060 2.412 0.000 0.001 0.000 2.057


0.234 0.000 0.000 0.000 -0.000 -0.915


-0.022 -0.049 2.661 10.117 -0.001 0.089


2.988 -0.000 -0.000 -0.000 -0.001 -12.969


0.000 -0.010 0.571 2.172 0.000 -0.000


-6.619 -0.000 -0.000 -0.000 -0.000 25.753

82:WIND LOAD IN +VE

0.000 -0.197 2.891 7.976 0.000 -0.000


0.019 0.078 -4.443 -16.891 0.001 -0.077


-4.093 -0.000 -0.000 -0.000 0.001 17.671

101:1DL + 1PE + 1EE + 1ML + 1WLL

-6.617 7.148 0.000 0.000 -0.000 25.323

102:1DL + 1PE + 1EE + 1ML + 1WLT

0.002 6.951 2.891 7.976 -0.000 -0.430

103:1DL + 1LL + 1PE + 1EE + 1ML +

-3.969 7.135 -0.000 -0.000 -0.000 15.022

104:1DL + 1LL + 1PE + 1EE + 1ML +

0.002 7.016 1.734 4.785 -0.000 -0.430

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-6.617 7.136 -0.000 -0.000 -0.000 25.323

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

0.002 6.939 2.891 7.976 -0.000 -0.430

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-3.969 7.141 -0.000 0.000 -0.000 15.022

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

0.002 7.023 1.734 4.785 -0.000 -0.430

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-6.617 7.142 -0.000 0.000 -0.000 25.323

110:1DL + 0.435LL + 1PE + 1EE + 1ML

0.002 6.945 2.891 7.976 -0.000 -0.430

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-3.969 7.144 0.000 0.000 -0.000 15.022

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

0.002 7.026 1.734 4.786 -0.000 -0.430

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-6.617 7.145 0.000 0.000 -0.000 25.323

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

0.002 6.948 2.891 7.976 -0.000 -0.430

115:1DL + 1LL + 1PO + 1EO + 1TL3

3.014 15.836 0.572 2.175 -0.001 -10.818

116:1DL + 1LL + 1PO + 1EO + 1TL3

-0.958 15.836 0.572 2.175 -0.001 4.634

117:1DL + 1LL + 1PO + 1EO + 1TL3

3.014 15.718 2.306 6.961 -0.001 -10.818

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.605 15.838 0.572 2.175 -0.001 14.935

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

3.014 15.641 3.463 10.151 -0.001 -10.818

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.014 15.843 0.572 2.175 -0.001 -10.818

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.958 15.843 0.572 2.175 -0.001 4.634

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

3.014 15.724 2.307 6.961 -0.001 -10.818

123:1DL + 0.435LL + 1PO + 1EO +

-3.605 15.843 0.572 2.175 -0.001 14.935

124:1DL + 0.435LL + 1PO + 1EO +

3.014 15.646 3.463 10.151 -0.001 -10.818

14/10/2013

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.014 15.846 0.572 2.176 -0.001 -10.818

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.958 15.846 0.572 2.176 -0.001 4.634

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

3.014 15.728 2.307 6.961 -0.001 -10.818

128:1DL + 0.2175LL + 1PO + 1EO +

-3.605 15.846 0.572 2.176 -0.001 14.935

129:1DL + 0.2175LL + 1PO + 1EO +

3.014 15.649 3.463 10.151 -0.001 -10.818

130:1DL + 1PE + 1PT + 1EE +

-3.307 7.148 0.000 0.000 -0.000 12.447

131:1DL + 1PE + 1PT + 1EE +

0.002 7.049 1.445 3.988 -0.000 -0.430

132:1DL + 1PE + 1EE + 1ET +

-3.307 7.148 0.000 0.000 -0.000 12.447

133:1DL + 1PE + 1EE + 1ET +

0.002 7.049 1.445 3.988 -0.000 -0.430

201:1DL + 1PE + 1EE + 1ML +

-9.927 7.148 0.000 0.000 -0.001 38.199

202:1DL + 1PE + 1EE + 1ML +

0.002 6.852 4.336 11.964 -0.000 -0.430

203:1.35DL + 1.5LL + 1.35PO +

4.069 21.377 0.772 2.936 -0.002 -14.604

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.860 21.379 0.772 2.936 -0.002 24.025

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

4.069 21.084 5.108 14.900 -0.002 -14.604

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.430 12.757 -3.985 -15.150 -0.000 -8.731

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-1.681 12.679 0.458 1.741 0.000 9.017

208:1DL + 1LL + 1PO + 1EO + 1TL3

3.037 15.930 -4.759 -18.094 -0.000 -10.910

209:1DL + 1LL + 1PO + 1EO + 1TL3

-1.897 15.836 0.572 2.175 0.000 10.387

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.435 12.777 -5.096 -19.373 -0.000 -8.751

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-2.705 12.679 0.458 1.741 0.001 13.434

212:1DL + 1LL + 1PO + 1EO + 1TL3

3.038 15.933 -4.982 -18.938 -0.000 -10.914

213:1DL + 1LL + 1PO + 1EO + 1TL3

-2.102 15.836 0.572 2.175 0.000 11.271

301:1DL + 1PE + 1EE + 1ML +

0.002 6.852 4.336 11.964 -0.000 -0.430

302:1.35DL + 1.5LL + 1.35PO +

4.069 21.390 0.001 0.004 -0.002 -14.604

303:1.35DL + 1.3LL + 1.35PO +

4.069 21.097 4.337 11.967 -0.002 -14.604

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-1.681 12.687 0.001 0.003 0.000 9.017

305:1DL + 1LL + 1PO + 1PAL + 1EO

-1.079 15.846 0.001 0.003 0.000 6.853

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-2.705 12.687 0.001 0.003 0.001 13.434

307:1DL + 1LL + 1PO + 1PAL + 1EO

-2.102 15.846 0.001 0.003 0.000 11.271

308:1.35DL + 1.35PT

0.003 9.649 0.000 0.000 -0.000 -0.580

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.400 12.885 0.000 0.001 0.000 0.963

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-9.529 12.888 0.000 0.001 -0.000 39.592

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.256 7.725 -4.443 -16.890 0.001 0.493

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.316 9.624 -4.443 -16.890 0.001 0.636

321:1.35DL + 1.35PO + 1.35F1

0.005 21.344 3.594 13.663 -0.001 3.024

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-3.728 12.679 0.458 1.741 0.001 17.852

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-3.125 15.849 0.572 2.176 0.001 15.689

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.440 12.796 -6.207 -23.596 -0.000 -8.770

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

3.043 15.966 -6.092 -23.161 -0.000 -10.934

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.400 12.885 0.000 0.001 0.000 0.963

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-9.529 12.888 0.000 0.001 -0.000 39.592

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.266 7.764 -6.664 -25.335 0.001 0.454

414:1DL + 1LL + 1VA + 1HA +

0.325 9.663 -6.664 -25.336 0.001 0.597


0.026 15.856 0.001 0.003 0.000 2.151


-4.067 15.856 0.001 0.003 0.001 19.822


-4.093 -0.000 -0.000 -0.000 0.001 17.671


0.023 8.514 2.891 7.979 0.000 2.581


-0.002 7.563 0.000 0.001 -0.000 -0.409

11:LIVE LOAD (LL) 0.000 0.002 -0.000 -0.001 0.000 -0.000


0.023 8.698 0.001 0.003 0.000 2.562


0.216 2.949 0.001 0.001 0.000 1.600


0.210 -0.000 0.000 0.001 -0.000 -0.808


-0.019 0.239 2.662 10.118 -0.001 0.171


2.873 0.000 -0.000 -0.000 -0.001 -12.487


0.000 0.050 0.571 2.173 0.000 -0.000


-6.246 0.000 -0.000 -0.000 -0.001 24.051

82:WIND LOAD IN +VE

0.000 0.957 2.892 7.979 0.000 -0.000


0.020 -0.393 -4.444 -16.893 0.001 -0.153


-3.929 0.000 -0.000 -0.000 0.001 16.993

101:1DL + 1PE + 1EE + 1ML + 1WLL

-6.249 7.563 0.000 0.001 -0.001 23.642

102:1DL + 1PE + 1EE + 1ML + 1WLT

-0.002 8.520 2.892 7.980 -0.000 -0.409

103:1DL + 1LL + 1PE + 1EE + 1ML +

-3.750 7.566 0.000 0.000 -0.000 14.021

104:1DL + 1LL + 1PE + 1EE + 1ML +

-0.002 8.140 1.735 4.788 -0.000 -0.409

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-6.249 7.565 0.000 0.000 -0.001 23.642

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

-0.002 8.522 2.892 7.979 -0.000 -0.409

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-3.750 7.565 0.000 0.000 -0.000 14.021

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

-0.002 8.138 1.736 4.788 -0.000 -0.409

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-6.249 7.564 0.000 0.000 -0.001 23.642

110:1DL + 0.435LL + 1PE + 1EE + 1ML

-0.002 8.521 2.892 7.980 -0.000 -0.409

14/10/2013

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-3.750 7.564 0.000 0.001 -0.000 14.021

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

-0.002 8.138 1.736 4.788 -0.000 -0.409

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-6.249 7.564 0.000 0.001 -0.001 23.642

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

-0.002 8.520 2.892 7.980 -0.000 -0.409

115:1DL + 1LL + 1PO + 1EO + 1TL3

2.894 16.314 0.572 2.176 -0.001 -10.334

116:1DL + 1LL + 1PO + 1EO + 1TL3

-0.854 16.314 0.572 2.176 -0.001 4.096

117:1DL + 1LL + 1PO + 1EO + 1TL3

2.894 16.888 2.308 6.963 -0.001 -10.334

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.353 16.314 0.572 2.176 -0.002 13.717

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

2.894 17.270 3.465 10.155 -0.001 -10.334

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

2.894 16.313 0.573 2.176 -0.001 -10.334

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.854 16.313 0.573 2.176 -0.001 4.096

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

2.894 16.887 2.308 6.964 -0.001 -10.334

123:1DL + 0.435LL + 1PO + 1EO +

-3.353 16.313 0.573 2.176 -0.002 13.717

124:1DL + 0.435LL + 1PO + 1EO +

2.894 17.269 3.465 10.155 -0.001 -10.334

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

2.894 16.312 0.573 2.176 -0.001 -10.334

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.854 16.312 0.573 2.176 -0.001 4.096

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

2.894 16.886 2.308 6.964 -0.001 -10.334

128:1DL + 0.2175LL + 1PO + 1EO +

-3.353 16.312 0.573 2.176 -0.002 13.717

129:1DL + 0.2175LL + 1PO + 1EO +

2.894 17.269 3.465 10.155 -0.001 -10.334

130:1DL + 1PE + 1PT + 1EE +

-3.126 7.563 0.000 0.001 -0.000 11.616

131:1DL + 1PE + 1PT + 1EE +

-0.002 8.042 1.446 3.990 -0.000 -0.409

132:1DL + 1PE + 1EE + 1ET +

-3.126 7.563 0.000 0.001 -0.000 11.616

133:1DL + 1PE + 1EE + 1ET +

-0.002 8.042 1.446 3.990 -0.000 -0.409

201:1DL + 1PE + 1EE + 1ML +

-9.372 7.563 0.000 0.001 -0.001 35.667

202:1DL + 1PE + 1EE + 1ML +

-0.002 8.998 4.339 11.970 -0.000 -0.409

203:1.35DL + 1.5LL + 1.35PO +

3.906 22.024 0.773 2.937 -0.002 -13.951

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.463 22.024 0.773 2.937 -0.002 22.125

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

3.906 23.459 5.111 14.906 -0.002 -13.951

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.334 12.657 -3.986 -15.152 -0.000 -8.420

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-1.615 13.049 0.458 1.741 0.000 8.726

208:1DL + 1LL + 1PO + 1EO + 1TL3

2.917 15.843 -4.760 -18.096 -0.000 -10.518

209:1DL + 1LL + 1PO + 1EO + 1TL3

-1.822 16.314 0.572 2.176 0.000 10.058

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.339 12.558 -5.097 -19.375 -0.000 -8.458

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-2.597 13.049 0.458 1.741 0.001 12.974

212:1DL + 1LL + 1PO + 1EO + 1TL3

2.918 15.823 -4.982 -18.940 -0.000 -10.525

213:1DL + 1LL + 1PO + 1EO + 1TL3

-2.018 16.314 0.572 2.176 0.000 10.907

301:1DL + 1PE + 1EE + 1ML +

-0.002 8.998 4.339 11.970 -0.000 -0.409

302:1.35DL + 1.5LL + 1.35PO +

3.906 21.956 0.001 0.004 -0.002 -13.951

303:1.35DL + 1.3LL + 1.35PO +

3.906 23.391 4.340 11.973 -0.002 -13.951

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-1.615 13.009 0.001 0.003 0.000 8.726

305:1DL + 1LL + 1PO + 1PAL + 1EO

-1.036 16.264 0.001 0.003 0.000 6.659

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-2.597 13.009 0.001 0.003 0.001 12.974

307:1DL + 1LL + 1PO + 1PAL + 1EO

-2.018 16.264 0.001 0.003 0.000 10.907

308:1.35DL + 1.35PT

-0.003 10.210 0.000 0.001 -0.000 -0.552

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.572 14.194 0.001 0.003 0.000 0.516

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.798 14.194 0.001 0.003 -0.001 36.593

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.358 8.017 -4.443 -16.891 0.001 0.153

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.443 10.121 -4.443 -16.891 0.001 0.230

321:1.35DL + 1.35PO + 1.35F1

0.003 22.275 3.595 13.664 -0.001 3.136

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-3.579 13.049 0.458 1.741 0.001 17.223

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-3.001 16.312 0.573 2.176 0.001 15.156

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.344 12.460 -6.207 -23.598 -0.000 -8.497

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

2.923 15.722 -6.093 -23.163 -0.000 -10.563

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

0.572 14.194 0.001 0.003 0.000 0.516

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.798 14.194 0.001 0.003 -0.001 36.593

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.368 7.820 -6.665 -25.337 0.001 0.077

414:1DL + 1LL + 1VA + 1HA +

0.453 9.925 -6.665 -25.337 0.001 0.153


0.021 16.262 0.001 0.004 0.000 2.153


-3.909 16.262 0.001 0.004 0.001 19.146


-3.929 0.000 -0.000 -0.000 0.001 16.993


0.023 9.655 2.893 7.982 0.000 2.562


-0.010 5.469 -0.001 -0.001 -0.000 -0.381

11:LIVE LOAD (LL) 0.000 -0.000 -0.000 -0.001 0.000 -0.000


0.052 8.700 0.001 0.003 0.000 2.460


-0.169 0.876 -0.001 -0.001 0.000 1.552


0.150 0.000 -0.001 -0.003 -0.000 -0.590


-0.224 -0.524 2.659 10.110 -0.001 0.596


2.655 0.000 -0.000 -0.000 -0.001 -11.695


0.000 -0.111 0.571 2.171 0.000 -0.000

14/10/2013


-5.847 -0.000 -0.000 -0.000 -0.000 21.341

82:WIND LOAD IN +VE

0.000 -0.831 2.888 7.972 0.000 -0.000


0.185 0.864 -4.438 -16.876 0.001 -0.508


-3.610 0.000 -0.000 -0.000 0.001 15.824

101:1DL + 1PE + 1EE + 1ML + 1WLL

-5.857 5.468 -0.001 -0.001 -0.000 20.960

102:1DL + 1PE + 1EE + 1ML + 1WLT

-0.010 4.637 2.886 7.970 -0.000 -0.381

103:1DL + 1LL + 1PE + 1EE + 1ML +

-3.518 5.468 -0.001 -0.002 -0.000 12.424

104:1DL + 1LL + 1PE + 1EE + 1ML +

-0.010 4.969 1.731 4.781 -0.000 -0.381

105:1DL + 0.87LL + 1PE + 1EE + 1ML +

-5.857 5.468 -0.001 -0.002 -0.000 20.960

106:1DL + 0.87LL + 1PE + 1EE + 1ML +

-0.010 4.637 2.886 7.970 -0.000 -0.381

107:1DL + 0.5LL + 1PE + 1EE + 1ML +

-3.518 5.468 -0.001 -0.002 -0.000 12.424

108:1DL + 0.5LL + 1PE + 1EE + 1ML +

-0.010 4.970 1.731 4.781 -0.000 -0.381

109:1DL + 0.435LL + 1PE + 1EE + 1ML

-5.857 5.468 -0.001 -0.002 -0.000 20.960

110:1DL + 0.435LL + 1PE + 1EE + 1ML

-0.010 4.637 2.886 7.970 -0.000 -0.381

111:1DL + 0.25LL + 1PE + 1EE + 1ML +

-3.518 5.468 -0.001 -0.001 -0.000 12.424

112:1DL + 0.25LL + 1PE + 1EE + 1ML +

-0.010 4.970 1.731 4.782 -0.000 -0.381

113:1DL + 0.2175LL + 1PE + 1EE + 1ML

-5.857 5.468 -0.001 -0.001 -0.000 20.960

114:1DL + 0.2175LL + 1PE + 1EE + 1ML

-0.010 4.637 2.886 7.970 -0.000 -0.381

115:1DL + 1LL + 1PO + 1EO + 1TL3

2.697 14.058 0.570 2.172 -0.001 -9.616

116:1DL + 1LL + 1PO + 1EO + 1TL3

-0.811 14.058 0.570 2.172 -0.001 3.189

117:1DL + 1LL + 1PO + 1EO + 1TL3

2.697 13.559 2.303 6.955 -0.001 -9.616

118:1DL + 0.87LL + 1PO + 1EO + 1TL3

-3.150 14.058 0.570 2.172 -0.001 11.725

119:1DL + 0.87LL + 1PO + 1EO + 1TL3

2.697 13.226 3.458 10.144 -0.001 -9.616

120:1DL + 0.5LL + 1PO + 1EO + 1TL3

2.697 14.058 0.571 2.173 -0.001 -9.616

121:1DL + 0.5LL + 1PO + 1EO + 1TL3

-0.811 14.058 0.571 2.173 -0.001 3.189

122:1DL + 0.5LL + 1PO + 1EO + 1TL3

2.697 13.559 2.303 6.956 -0.001 -9.616

123:1DL + 0.435LL + 1PO + 1EO +

-3.150 14.058 0.571 2.173 -0.001 11.725

124:1DL + 0.435LL + 1PO + 1EO +

2.697 13.227 3.458 10.144 -0.001 -9.616

125:1DL + 0.25LL + 1PO + 1EO + 1TL3

2.697 14.058 0.571 2.173 -0.001 -9.616

126:1DL + 0.25LL + 1PO + 1EO + 1TL3

-0.811 14.058 0.571 2.173 -0.001 3.189

127:1DL + 0.25LL + 1PO + 1EO + 1TL3

2.697 13.559 2.303 6.956 -0.001 -9.616

128:1DL + 0.2175LL + 1PO + 1EO +

-3.150 14.058 0.571 2.173 -0.001 11.725

129:1DL + 0.2175LL + 1PO + 1EO +

2.697 13.227 3.458 10.144 -0.001 -9.616

130:1DL + 1PE + 1PT + 1EE +

-2.934 5.468 -0.001 -0.001 -0.000 10.290

131:1DL + 1PE + 1PT + 1EE +

-0.010 5.053 1.443 3.985 -0.000 -0.381

132:1DL + 1PE + 1EE + 1ET +

-2.934 5.468 -0.001 -0.001 -0.000 10.290

133:1DL + 1PE + 1EE + 1ET +

-0.010 5.053 1.443 3.985 -0.000 -0.381

201:1DL + 1PE + 1EE + 1ML +

-8.781 5.468 -0.001 -0.001 -0.001 31.631

202:1DL + 1PE + 1EE + 1ML +

-0.010 4.222 4.330 11.956 -0.000 -0.381

203:1.35DL + 1.5LL + 1.35PO +

3.641 18.978 0.770 2.932 -0.001 -12.982

204:1.35DL + 1.3LL + 1.35PO + 1.35EO

-5.129 18.978 0.770 2.933 -0.002 19.031

205:1.35DL + 1.3LL + 1.35PO + 1.35EO

3.641 17.731 5.102 14.890 -0.001 -12.982

206:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.343 12.110 -3.982 -15.138 -0.000 -8.201

207:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-1.452 11.246 0.456 1.738 0.000 8.131

208:1DL + 1LL + 1PO + 1EO + 1TL3

2.919 15.094 -4.756 -18.079 -0.000 -10.225

209:1DL + 1LL + 1PO + 1EO + 1TL3

-1.635 14.058 0.570 2.172 0.000 9.373

210:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.389 12.326 -5.091 -19.357 -0.000 -8.327

211:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-2.355 11.246 0.456 1.738 0.001 12.088

212:1DL + 1LL + 1PO + 1EO + 1TL3

2.928 15.137 -4.977 -18.923 -0.000 -10.251

213:1DL + 1LL + 1PO + 1EO + 1TL3

-1.815 14.058 0.570 2.172 0.000 10.164

301:1DL + 1PE + 1EE + 1ML +

-0.010 4.222 4.330 11.956 -0.000 -0.381

302:1.35DL + 1.5LL + 1.35PO +

3.641 19.127 -0.001 0.002 -0.001 -12.982

303:1.35DL + 1.3LL + 1.35PO +

3.641 17.881 4.331 11.959 -0.001 -12.982

304:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-1.452 11.335 -0.000 0.001 0.000 8.131

305:1DL + 1LL + 1PO + 1PAL + 1EO

-0.913 14.168 -0.001 0.001 0.000 6.208

306:0.8DL + 0.8PO + 0.8PAL + 0.8EO +

-2.355 11.335 -0.000 0.001 0.001 12.088

307:1DL + 1LL + 1PO + 1PAL + 1EO

-1.815 14.168 -0.001 0.001 0.000 10.164

308:1.35DL + 1.35PT

-0.014 7.382 -0.002 -0.002 -0.000 -0.515

311:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.040 8.564 -0.005 -0.008 0.000 0.785

312:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.811 8.564 -0.005 -0.008 -0.000 32.797

313:0.8DL + 0.8VA + 0.8HA + 1EQL +

0.161 5.939 -4.441 -16.880 0.001 -0.043

314:1DL + 1LL + 1VA + 1HA + 1EQL

0.155 7.208 -4.442 -16.882 0.001 0.074

321:1.35DL + 1.35PO + 1.35F1

-0.246 18.420 3.589 13.651 -0.001 3.610

401:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

-3.257 11.246 0.456 1.738 0.001 16.044

402:1DL + 1PO + 1EO + 1TL3 + 1TLT

-2.718 14.058 0.571 2.173 0.001 14.120

403:0.8DL + 0.8PO + 0.8EO + 0.8TL3 +

2.435 12.542 -6.201 -23.576 -0.000 -8.454

404:1DL + 1PO + 1EO + 1TL3 + 1TLT

2.975 15.353 -6.087 -23.142 -0.000 -10.378

411:1.35DL + 1.5LL + 1.35VA + 1.35HA

-0.040 8.564 -0.005 -0.008 0.000 0.785

412:1.35DL + 1.3LL + 1.35VA + 1.35HA

-8.811 8.564 -0.005 -0.008 -0.000 32.797

14/10/2013

413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

0.253 6.371 -6.660 -25.319 0.001 -0.296

414:1DL + 1LL + 1VA + 1HA +

0.247 7.639 -6.661 -25.320 0.001 -0.180


0.042 14.169 -0.000 0.002 0.000 2.079


-3.568 14.169 -0.000 0.002 0.001 17.903


-3.610 0.000 -0.000 -0.000 0.001 15.824


0.052 7.869 2.888 7.975 0.000 2.460


Node L/C FX (kN)

FY (kN)

FZ (kN)

MX (kNm)

MY (kNm)

MZ (kNm)

Max FX

19 203:1.35DL + 1.5LL + 1.35PO + 0.81PSV + 1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL

6.850 36.676 0.769 2.933 -0.001

-23.618 Min

FX 1 201:1DL + 1PE + 1EE + 1ML + 1.5WLL -10.089 7.267 0.000 0.000 -

0.000

38.824 Max FY


6.850 37.677 5.103 14.900

-0.001

-23.618 Min

FY 13 82:WIND LOAD IN +VE LONGITUDINAL

DIRCETION (WL +L) -0.000 -0.957 2.892 7.979

0.000 0.000

Max FZ


3.906 23.459 5.111 14.906

-0.002

-13.951 Min

FZ 13 414:1DL + 1LL + 1VA + 1HA + 1.5EQL +

1.5EQL1 0.130 13.450 -6.668 -

25.344

0.001 1.292

Max MX


3.906 23.459 5.111 14.906

-0.002

-13.951 Min

MX 19 413:0.8DL + 0.8VA + 0.8HA + 1.5EQL +

1.5EQL1 0.034 8.094 -6.665 -

25.345

0.001 1.724

Max MY

1 502:COMBINATION LOAD CASE 1 -4.203 15.923 0.001 0.003 0.001

20.384 Min

MY 39 204:1.35DL + 1.3LL + 1.35PO + 1.35EO +

1.35TL3 + 1.35TLT + 1.35TLL + 1.5WLL -5.463 22.024 0.773 2.937 -

0.002

22.125 Max MZ

1 312:1.35DL + 1.3LL + 1.35VA + 1.35HA + 1.5WLL

-9.757 13.300 0.000 0.001 -0.000

40.411 Min

MZ 19 203:1.35DL + 1.5LL + 1.35PO + 0.81PSV +

1.35EO + 1.35TL3 + 1.35TLT + 1.35TLL 6.850 36.676 0.769 2.933 -

0.001 -

23.618 Utilization Ratio Beam

Analysis Property

Design Property

Actual Ratio

Allowable Ratio

Ratio (Act./Allow.)

Clause L/C Ax (cm

2)

Iz (cm

4)

Iy (cm

4)

Ix (cm

4)

1 HE180A HE180A 0.670 1.000 0.670 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 2 HE180A HE180A 0.080 1.000 0.080 EC-6.3.2

LTB 203

45.300 2.51E

3

925.000

14.800 3 HE180A HE180A 0.062 1.000 0.062 EC-6.3.2 LTB

203 45.300

2.51E 3

925.000

14.800 4 HE140A HE140A 0.053 1.000 0.053 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

5 HE140A HE140A 0.049 1.000 0.049 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

6 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

7 HE180A HE180A 0.651 1.000 0.651 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 13 HE180A HE180A 0.028 1.000 0.028 EC-

6.3.3.LTB 204

45.300 2.51E

3

925.000

14.800 14 HE180A HE180A 0.042 1.000 0.042 EC-6.3.2 LTB

311 45.300

2.51E 3

925.000

14.800 15 HE180A HE180A 0.074 1.000 0.074 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800 16 HE180A HE180A 0.066 1.000 0.066 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 17 HE140A HE140A 0.052 1.000 0.052 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

18 HE140A HE140A 0.048 1.000 0.048 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

19 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

20 HE180A HE180A 0.599 1.000 0.599 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 21 HE180A HE180A 0.045 1.000 0.045 EC-6.2.9.1 204

45.300 2.51E

3

925.000

14.800 22 HE180A HE180A 0.063 1.000 0.063 EC-6.3.2 LTB

311 45.300

2.51E 3

925.000

14.800 23 HE180A HE180A 0.105 1.000 0.105 EC-6.3.2

LTB 302

45.300 2.51E

3

925.000

14.800 24 HE180A HE180A 0.111 1.000 0.111 EC-6.3.2 LTB

302 45.300

2.51E 3

925.000

14.800 25 HE140A HE140A 0.075 1.000 0.075 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

26 HE140A HE140A 0.071 1.000 0.071 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

27 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

28 HE180A HE180A 0.563 1.000 0.563 EC-6.2.9.1 205 45.300

2.51E 3

925.000

14.800 29 HE180A HE180A 0.064 1.000 0.064 EC-6.2.9.1 204

45.300 2.51E

3

925.000

14.800 30 HE180A HE180A 0.064 1.000 0.064 EC-6.3.2 LTB

311 45.300

2.51E 3

925.000

14.800 31 HE180A HE180A 0.172 1.000 0.172 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800 32 HE180A HE180A 0.127 1.000 0.127 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 33 HE140A HE140A 0.115 1.000 0.115 EC-6.2.9.1 205

31.400 1.03E

3

389.000 8.100

34 HE140A HE140A 0.120 1.000 0.120 EC-6.2.9.1 205 31.400

1.03E 3

389.000

8.100

35 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

36 HE180A HE180A 0.071 1.000 0.071 EC-6.3.2 LTB

203 45.300

2.51E 3

925.000

14.800 37 HE180A HE180A 0.088 1.000 0.088 EC-6.3.2

LTB 204

45.300 2.51E

3

925.000

14.800 40 HE140A HE140A 0.084 1.000 0.084 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

42 HE180A HE180A 0.066 1.000 0.066 EC-6.3.2 LTB

203 45.300

2.51E 3

925.000

14.800

14/10/2013

43 HE180A HE180A 0.083 1.000 0.083 EC-6.3.2 LTB

204 45.300

2.51E 3

925.000

14.800 44 HE180A HE180A 0.038 1.000 0.038 EC-6.3.2

LTB 203

45.300 2.51E

3

925.000

14.800 45 HE180A HE180A 0.038 1.000 0.038 EC-6.3.2 LTB

203 45.300

2.51E 3

925.000

14.800 46 HE180A HE180A 0.659 1.000 0.659 EC-6.3.2

LTB 201

45.300 2.51E

3

925.000

14.800 47 HE180A HE180A 0.079 1.000 0.079 EC-6.3.2 LTB

203 45.300

2.51E 3

925.000

14.800 48 HE180A HE180A 0.061 1.000 0.061 EC-6.3.2

LTB 203

45.300 2.51E

3

925.000

14.800 49 HE140A HE140A 0.052 1.000 0.052 EC-6.3.2 LTB

204 31.400

1.03E 3

389.000

8.100

50 HE140A HE140A 0.048 1.000 0.048 EC-6.3.2 LTB

203 31.400

1.03E 3

389.000

8.100

51 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

52 HE180A HE180A 0.032 1.000 0.032 EC-6.3.3.LTB

204 45.300

2.51E 3

925.000

14.800 53 HE180A HE180A 0.042 1.000 0.042 EC-6.3.2

LTB 311

45.300 2.51E

3

925.000

14.800 54 HE180A HE180A 0.615 1.000 0.615 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 55 HE180A HE180A 0.089 1.000 0.089 EC-6.3.2

LTB 205

45.300 2.51E

3

925.000

14.800 56 HE180A HE180A 0.071 1.000 0.071 EC-6.3.2 LTB

205 45.300

2.51E 3

925.000

14.800 57 HE140A HE140A 0.054 1.000 0.054 EC-6.3.2

LTB 204

31.400 1.03E

3

389.000 8.100

58 HE140A HE140A 0.055 1.000 0.055 EC-6.3.2 LTB

205 31.400

1.03E 3

389.000

8.100

59 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

60 HE180A HE180A 0.048 1.000 0.048 EC-6.2.9.1 204 45.300

2.51E 3

925.000

14.800 61 HE180A HE180A 0.050 1.000 0.050 EC-6.2.9.1 204

45.300 2.51E

3

925.000

14.800 62 HE180A HE180A 0.546 1.000 0.546 EC-6.3.2 LTB

201 45.300

2.51E 3

925.000

14.800 63 HE180A HE180A 0.068 1.000 0.068 EC-6.2.9.1 302

45.300 2.51E

3

925.000

14.800 64 HE180A HE180A 0.050 1.000 0.050 EC-6.2.9.1 302 45.300

2.51E 3

925.000

14.800 65 HE140A HE140A 0.111 1.000 0.111 EC-6.2.9.1 205

31.400 1.03E

3

389.000 8.100

66 HE140A HE140A 0.112 1.000 0.112 EC-6.2.9.1 205 31.400

1.03E 3

389.000

8.100

67 HE140A HE140A 0.030 1.000 0.030 EC-6.2.6-(Y)

203 31.400

1.03E 3

389.000

8.100

68 HE180A HE180A 0.080 1.000 0.080 EC-6.2.9.1 204 45.300

2.51E 3

925.000

14.800 69 HE180A HE180A 0.083 1.000 0.083 EC-6.2.9.1 204

45.300 2.51E

3

925.000

14.800

14/10/2013

Z:-19

Z:-19 Z:-19

Z:-20

Z:-19 Z:-19 Z:-19

Z:-19 Z:-19

Z:-20 Z:-19

Z:-19 Z:-19

Z:-19 Z:-19

Z:-19 Z:-19

Z:-19

Z:-19 Z:-19

Z:-19 Z:-19

Z:-19

Z:-19 Z:-19

Z:-19 Z:-19

Z:-19

Z:-19 Z:-19

Z:-19 Z:-19

Z:-19

Z:-19 Z:-19

Z:-19 Z:-20

Z:-19

Z:-19

Z:-20


14/10/2013

X:21

X:21 X:21

X:30

X:21 X:22 X:21

X:21 X:23

X:30 X:34

X:22 X:23

X:23 X:25

X:34 X:37

X:25

X:25 X:26

X:37 X:38

X:26

X:26 X:26

X:38 X:37

X:26

X:26 X:24

X:37 X:35

X:24

X:24 X:21

X:35 X:30

X:21

X:21

X:30


14/10/2013

0.563

0 . 0 8 8 40. 0379

0.599

0. 127

0 . 0 6 6 1

0. 0304

0. 0843

0.115

0 . 0 7 0 90 . 0 6 2 6

0.651

0 . 0 6 3 6

0. 111

0. 0301

0.0747

0 . 0 4 4 90 . 0 4 1 6

0.67

0. 0658

0. 0302

0.0516

0 . 0 2 8 40 . 0 4 1 6

0.659

0. 0616

0. 0302

0.053

0 . 0 3 2 30 . 0 4 9 8

0.615

0. 0609

0. 0302

0.0525

0 . 0 4 8 20 . 0 8 2 7

0.546

0. 071

0. 0302

0.0545

0 . 0 8 0 2 0. 0502

0. 0302

0.111

Load 113

XY

Z

UTILIZATION RATIO



PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156


ATTACHMENT 6 -

ANCHOR BOLTS AND BASE PLATE

CALCULATION

Base plate for column HEA180 - As per STD dwg, baseplate dimensions are 450x450x20 mm

4 anchor bolts dia 30 mm

Material dataYield Stress of base plate steel fyp 235.0 N/mm²

Allowable stress in bending for plate fyb=0.75*fyp 176.3 N/mm²

Allowable shear stress for plate fys=0.40*fyp 94.0 N/mm²

Strength of concrete base fc 20.0 N/mm²

Allowable bearing stress on concrete Fp=0.35*fc 7.0 N/mm²

Applied loads at column sectionAxial load (P > 0 = compression force) P 38.0 kN

Applied max bending moment M 9.0 kN.m

Applied total Shear S 18.6 kN

Column flange width bf 180 mm

Column depth d 171 mm

Base plate dataWidth B 450.0 mm

Length N 450.0 mm

Load eccentricity e=M/P 236.8 mm

Middle sixth length en=N/6 75.0 mm

Anchor bolts geometryDistance of anchor bolts c.g. from edge bg 100.0 mm

Anchor bolt diametrer db 30 mm

Number of anchor bolt in a row nb 2 N°

Bolt cg from center of base plate ap=N/2-bg 125.0 mm

Anchor bolt to edge of column flange bedg=ap-d/2 39.5 mm

Total moment at bolt line em=P*ap+M 13.8 kN.m

Anchor bolts checksShear Capacity of one anchor bolt FScap 39.27 kN

Shear Force per anchor bolt TS1=S/2nb 4.65 kN

Max permissible Shear stress in anchor bolt Fsa=FScap/Ab 70.00 N/mm²

Shear stress in steel fsa=Tb1/Ab 8.29 N/mm² <FSa OK Bolt dia Net area Tension Shear

ø(mm) ab(mm²) Fcap(kN) Fcap(kN)

Assume neutral axis depth xc 145.000 mm 20 245 34.3 17.2

Area of compression stress block ac=0.5*xc*B 32625 mm² 22 303 42.4 21.2

Compression cg from bolt line cgx=(N-xc/3-bg) 301.7 mm 24 353 49.4 24.7

Stress in concrete Fpa=em/(ac*cgx) 1.40 N/mm² <Fp OK 27 459 64.3 32.1

Compression in concrete Cc=ac*Fpa 45.58 kN 30 561 78.5 39.3

33 694 97.2 48.6

Total tension in anchor bolts Tb=P-Cc 7.6 kN 36 817 114.4 57.2

Area of one anchor bolt Ab 561 mm² 39 976 136.6 68.3

Tensile Capacity of one anchor bolt Fcap 78.54 kN 42 1120 156.8 78.4

Tensile Force per anchor bolt Tb1=Tb/nb 3.79 kN 45 1310 183.4 91.7

Max allow. Tensile stress in anchor bolt Fta=Fcap/Ab 140.00 N/mm² 48 1470 205.8 102.9

Max allow.Tensile stress due combo T&S =183,9-1,8*fsa < Fps = 140.00 N/mm² 52 1760 246.4 123.2

56 2030 284.2 142.1

Tensile stress in steel fta=Tb1/Ab 6.76 N/mm² <Fps OK 60 2360 330.4 165.2

64 2680 375.2 187.6

Comb.ed Tensile&Shear stress on bolts (fta/Fta)²+(fsa/Fsa)² = 0.02 <1 OK.

Check for strain compatibilitymodular ratio steel concrete m 7.40

strain in conc / xc e1=Fpa*m/xc 0.071

Dist of bolt to neutral axis xs=N-xc-bg 205 mm

strain in steel/xs e2=Fsa/xs 0.033

Design of base plateCritical section for moment mc =(N-.95*d)/2 143.775 mm mc < xc - OK

Pressure at critical section p2=Fpa(1-mc/xc) 0.012 N/mm²

Moment due to rectangular portion m1=B*p2*mc^2/2 0.055 KNm

Moment due to triangular portion m2=B*(Fpa-p2)*mc^2/3 4.295 KNm

Moment at compression side Mpl =m1+m2 4.350 KNm

Moment at tension side Mtl=Tb1*bedg*nb 0.299 KNm

Design moment Md=max(Mpl,Mtl) 4.350 KNm

Plate thickness by calculation tp=sqrt(6*Md/B*fyb) 18.14 mm

Plate min. applicable thickness tpa = 19.00 mm

Shear stress at critical section fsa = Cc/(B*tpa) 5.33 N/mm² <fys OK

Bending stress at critical section fsb = 6Md/(B*tpa2) 160.67 N/mm² <fyb OK

Combined stress check fid=sqrt(fsb2+3*fsa

2) 160.94 N/mm² <0.95fyp OK

Use baseplate of dimension: Width 450.0 mm

Length 450.0 mm

Thickness 20.00 mm

Anch. Bolts dia. 30.00 mm

Anch. Bolts nos. 4

Major AB spacing 250 mm

Minor AB spacing 220 mm

Design of Base Plate for Axial and Shear Loads and Moment(Triangular compressive pressure block)

STEEL COLUMN BASE PLATE ST3 03/2007 WinVista sheet 1

PROJECT: MUSIM MAS SUB:

Scale 1 : 10

z

450

450

100

100

180

50

20

171

50

20

y

A

A

BB

B - B A - A

Scale 1 : 1

STEEL COLUMN BASE PLATE ST3 03/2007 WinVista sheet 2

PROJECT: MUSIM MAS SUB:

System : Column base clamped, base plate with con-rod

Verification acc. to DIN 18800 edit.11/1990 ( new )Column : HE180A Base plate : L/B/t = 450/ 450/ 20 mm Joint th. = 50,0 mm aw = 4,2 mm Steel : S 235 fyk = 240,0 N/mm2 γ M = 1,10 σw,Rd = 207,3 N/mm2 αw = 0,95Support : C 25/30 σRd = 14,2 N/mm2Con-rod : Distance from the base edge =100,0 mm Conn. Internal forces γF-fold

Load case Nd[kN] Myd[kNm] Vzd[kN] Vyd[kN] 1 1.Überlagerung 38,00 9,00 12,50 3,00 Results for load case no. 1 1.Überlagerung Nd = 38,00 kN Myd = 9,00 kNm Vzd = 12,50 kN Vyd = 3,00 kN

Analysis of the base plate ( Thiele/ Lohse, Stahlbau 1 )

Excess of base plate in y-direction = 13,50 cm!Precondition is a small excess perpendicular to the plate axis!mom. arm Hx = 293,8 mm length of compr. area = 112,5 mmTension force = 8,8 kNCompr. force = 46,8 kNmax Md = 12,1 kNcm/cm required t elastic/elastic = 18,2 mm η = 0,91 < 1 required t elastic/plastic = 16,3 mm η = 0,82 < 1 existent t = 20,0 mm Verification of the compression stess below the base plate:σd,c = 0,9 N/mm2 / σRd,c = 14,2 N/mm2 η = 0,07 < 1 Verification of the column section

τ d = 13,5 N/mm2 / τ Rd = 126,0 N/mm2 η = 0,11 < 1 σd = 39,0 N/mm2 / σRd = 218,2 N/mm2 η = 0,18 < 1 σd,V = 40,0 N/mm2 / σRd = 218,2 N/mm2 η = 0,18 < 1 Connection column - base plate aw = 4,2 mm Aw = 37,4 cm2

σwd = 50,0 N/mm2 τ wd = 9,6 N/mm2 σwd,V = 50,3 N/mm2σwd,V = 50,3 N/mm2 / σw,Rd = 207,3 N/mm2 η = 0,24 < 1



PDV 201591890000 Ž.r. 161-000-0088-550-050 Tel/Fax +387 33 710-155/710-156


ATTACHMENT 7 -

BEAM TO COLUMN CONNECTION

CALCULATION

BOLT CONNECTION STEEL ST9 02/2008 WinVista sheet 1

PROJECT: MUSIM MAS SUB: connectionName: 1

END PLATE JOINT - screwed joint steel 4 M 16 - 10.9 HVR

Scale 1 : 5

45 90 45

180

45

95

45

185

738

95

38

7

4 4

4

4

4 M 16 - 10.9 HVR

HE 180 A

2 * FL 180,0 x 20,0

SYSTEM : Beam HE 180 A beam incline 0,0 deg. flush end plate

End plate h/b/d/ü 185,0 / 180,0 / 20,0 / 7,0 mmWeld seam aF / aS 4,2 / 4,2 mm MATERIAL : S 235 fyk fuk E_module G_module (N/mm2)

240 360 210000 81000 BOLT : M 16 - 10.9 HVR fybk fubk p_class Fv (N/mm2,kN)

Shank in joint 900 1000 10.9 100 LOADS : Nd Vzd Myd GammaM (kN,m)

-24,00 7,40 7,10 1,1 BOLT PATTERN : 2 rows per 2 bolts dL = 17,0 (mm)

(direct. web) e1/e2/e3/e4 0,0 / 45,0 / 95,0 / 45,0(direct. web) a1/a2/a3 0,0 / 38,0 / 38,0(dir. flange) w1/w2/w3 90,0 / 0,0 / 45,0 ANALYSIS SCREWED JOINT SHEARING FORCE : 1 - shear connection with 2 bolts (kN)

shearing plate num VaRd VlRd min VRd SUM Edge bolt 2 100,53 182,35 100,53 201,06 with coefficients alpha_a alpha_lEdge bolt 0,55 2,61 Utilization ratio Vzd / SUMME( VRd ) = 7,40 / 201,06 Eta = 0,04 <= 1 ver. fulfilled ANALYSIS END PLATE JOINT : ( acc. DStV )

flush 2-row end plate washer D = 30,0 mm Kappa c1 c2 MI,pld MII MIII,pld ZRd (mm) (mm) (kNm) (kNm) (kNm) (kN)0,74 11,00 35,00 0,72 1,36 4,32 189,48



Utilization ratio ( MAd/ MARd ) (kNm) = 5,05 / 30,60 Eta = 0,16 <= 1 ver. fulfilled ANALYSIS BOLTS TENSION FORCE: (kN,cm)

Form of end plate nz Alpha hS Ns,d NRdflush 2 2,0 12,8 19,68 114,18 Utilization ratio Ns,d / NRd = 19,68 / 114,18 Eta = 0,17 <= 1 ver. fulfilled erforderliche Vorspannkraft Fv,min = 17,3 kN eta = 0,17 ANALYSIS WELD SEAM : SigmaX Tau SigmaV Eta (N/mm2)

existent -37,84 5,70 37,91 0,18 with SigmaRd Iwy (cm4) Iwz (cm4) 20,73 1931,48 814,29 STRESS AT BEAM : SigmaX Tau SigmaV Eta (N/mm2)

allowed 218,18 125,97 218,18at beam existent 2,95 0,80 2,97 0,14 MAXIMUM UTILIZATION

by weld seam : Eta = 0,18 <= 1 ver. fulfilled



w3 w2 w1 w2 w3

b

e4

e3

e2

e1

h

a1

a2

a3

ü

LEGEND : End plate joint

h / b / d : Height / width / thickness end plate mmü : Excess end end plate ( for fillet weld) mmaF / aS : Weld thickness at flange / web area mme1 - e4 : Bolt spacings mma1 - a3 : Bolt spacings based on beam mmw1 - w3 : Bolt spacings mmdL : Hole diameter mm Value in the analysises

VaRd : Shearing force of one bolt ( design value ) kNVlRd : Bearing force ( design value ) kNmin VRd : Minimum by VaRd , VlRd as allowable load of one bolt ( design value ) kNAlpha_a : Coefficient for enquiry VaRdAlpha_l : Coefficient for enquiry VlRdnz : Number of bolts parallel with webAlpha : Coefficient for enquiry of normal force in boltshS : Distance center of flange - center of bolt pattern cmNRd : Limit tension force of one bolt ( design value ) kNNs,d : Normal force of one bolt -+- kNc1 : calculated moment arm mmc2 : calculated moment arm mmMI,pld : fully plastic moment ( design value ) kNmMII : moment in section II ( DASt / Valtinat ) kNmMIII,pld : fully plastic moment ( design value ) kNmZRd : limit force kNMAd : Connection moment ( design value ) kNmMARd : Limit moment of connection ( design value ) kNm

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