tower design report

Project : 50m Tower for SLT

Author : Eng. Anuruddha Edirisinghe BSc(Eng), C.Eng, MIESL, Chartered Engineer

Doc. No : SLT-AEA-TD-R-0001

Rev. No : 00

Date : 26th September 2011

Page : 1

REPORT

50m Tower Design

Reference sheet Document number Description

Anuruddha Edirisinghe Associates Structural Engineering Consultants

723/2E, Pannipitiya Road Thalawathugoda

Revision History 00 26th Sep ‘11 DH FOR APPROVAL AE AE Revision Date Prepared by Description Checked

by Approved by

Project Approved

Total no of pages [incl Att]

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103

Project : 50m Tower for SLT Doc. Title : 50m Tower Design Report Doc. no. : SLT-AEA-TD-R-0001

Date : 26th Sep 2010 Rev. : 00 Page : 2

TABLE OF CONTENTS

1. INTRODUCTION ...............................................................................................................3

2. DESIGN PARAMETERS ...................................................................................................4

2.1 General .............................................................................................................................4 2.2 Loads ...............................................................................................................................4 2.3 Material Properties ..........................................................................................................5 2.4 Foundation Type and Geotechnical Parameters ...........................................................5 3. STRUCTURAL DESIGN ...................................................................................................6

3.1 Tower ...............................................................................................................................6 3.2 Foundation ......................................................................................................................6 4. CONCLUSION ..................................................................................................................7

5. REFERENCES ..................................................................................................................7

ENCLOSURE – A ...............................................................................................................................8

ENCLOSURE – B.............................................................................................................................10

ENCLOSURE – C.............................................................................................................................23

ENCLOSURE – D.............................................................................................................................28

ENCLOSURE – E .............................................................................................................................35

ENCLOSURE – F .............................................................................................................................68

ENCLOSURE – G ............................................................................................................................85



1. INTRODUCTION

This report comprises of the structural design carried out for a 50m telecommunication tower to be built at Chunnakkam

MSTower software is used for the analysis and design of the steel tower structure

The design is carried out in accordance with the design information provided by Client and relevant Codes of Practice



2. DESIGN PARAMETERS

2.1 General

Tower height is 50m

Tower type is four legged, self-supporting latticed steel structure made out of L-angle

Tower consists of 15 sections

Tower design is carried out in accordance with BS8100: Lattice Towers and Masts

Slenderness limits for the tower members are as follows;

Leg Members : 150

Other Members : 180

Limit on twist and sway in operational condition is 0.5 degrees

2.2 Loads

Design wind speeds

Operational Wind Speed : 140km/h (3s gust)

Survival Wind Speed : 180km/h (3s gust)

Conversion factor for the 3s gust wind speed to hourly mean wind speed is taken as 0.66

Platform loads are taken as 0.4m2 on any face in accordance with BS8100

Ladder and feeder loading taken in accordance with BS8100 are as follows;

Face Area Af : 0.50m2/m

Perpendicular Area As : 0.25m2/m

The cables are taken as one cable per one antenna and cables were distributed evenly along the cable bunch surface

Antenna loading taken for the analysis and design of the structure is taken from the Client’s Brief and the antenna detail file is shown in Enclosure A

Partial safety factor for loading is taken as 1.2

Structure class is taken as Class B



2.3 Material Properties

The properties of the structural steel used in the tower are as follows;

Steel Grade Thickness mm

Yield Strength (fy) N/mm2

Q235 ≤ 16 235

Q345 ≤ 16 345 16~40 335

All the bolts used are Grade 8.8 and the properties are as follows;

Bolt Grade Tensile Strength N/mm2

Shear Strength N/mm2

8.8 785 300

A material safety factor of 1.2 is used in accordance with BS8100

The concrete grade used is C25 for all the structural elements

Reinforcement used are high yield deformed bar 2 type with characteristic yield strength of 460N/mm2

2.4 Foundation Type and Geotechnical Parameters

The foundation type is considered as shallow foundation

Two foundation options are given as with undercut and without undercut to choose in accordance with the site condition

The following geotechnical parameters are used in accordance with the site investigation report;

Allowable Bearing Capacity of Soil = 350kN/m2

Site investigation report is shown in Annexure B

The density of limestone is assumed as 19kN/m3

Foundation design is carried out in accordance with BS8110: Structural Use of Concrete



3. STRUCTURAL DESIGN

3.1 Tower

The structural design of tower is carried out in accordance with BS8100: Lattice Towers and Masts

The load combinations used as are as follows;

Comb1 – 1.00 x Dead + 1.00 x Wind



A partial safety factor of 1.2 is automatically applied by the software in accordance with BS8100 alongside with the gust factors

The tower data file is shown in Enclosure C

The tower loading file is shown in Enclosure D

The tower design output file is shown in Enclosure E

3.2 Foundation

The foundation is designed in accordance with BS8110: Structural Use of Concrete

Without undercut and with undercut designs are attached in Enclosure F and Enclosure G respectively



4. CONCLUSION

The tower and foundation designs provided are satisfactory to accommodate the provided antennas in the given azimuths for the considered operational and survival wind speeds

5. REFERENCES

[1] “Lattice Towers and Masts”: BS8100

[2] “Structural Use of Concrete”: BS8110

[3] Design Data provided by the Client

[4] “Technical Specifications for Towers”: URCS manual of SLT/FM/UR/CV/01/11



ENCLOSURE – A

(Antenna Details)

Existing antennas

No Operator & Purpose Antenna TypeDiameter or Length(m)

width of sectors(m) # of Antennas'

Antenna weight(Kg)

Antenna Height (m) AzimuthTotal Weight (Kg) legs used

1 SLT Sector 2.252 0.3 3 12 44.5 0',120',240' 36 CDA2 Mobitel Sector+RRU 2.5+ 0.5 0.3 3 28+ 7 41 0',120',240' 105 CDA3 Mobitel Parabolic(ADE) 0.6 1 8 37 190' 8 B4 SLT-Data Grid Pack 1 2 2 38.5 10' 4 A5 SLT-Data Parabolic(ADE) 0.6 1 8 36.2 30' 8 D6 SLT-Data Yagi 2.1 0.3 3 4 35.7,34.7 & 34.7 10',190',270' 12 DBA7 Dialog Sector 2.435 0.3 3 18.1 34 0',120',240' 54.3 CDA8 Dialog Parabolic(ADE) 1.5 0.3 1 84 25.8 290' 84 A9 SLT-Pandathirippu Parabolic(ADE) 1.5 0.3 1 85 24.9 280' 85 C

Proposed antennas

No Antenna type No. of Antennas HeIght(m)width of

sectors(m) Azimuth Weight(kg) Dimensions legs used

10 3 50 0.3 0',120',240' 22x3 2.4m high CDA11 6 47 0.3 0',120',240' 22x6 2.4m high CDA12 9 41,38 0.3 0',120',240',60',180',300' 25x9 280cm x 15cm x 10cm CDA,DBA,DBA

Tower legsN

Notes1. RRUs and Yagi antennas were not considered for the design2. 2 number of 0.6m antennas were used for the Grid Pack3. Antenna no. 12 Panel heights were modified to accommodate the actual conditions as per the Cilent's comments

Panel/sector Antennas

C D

BA



ENCLOSURE – B

(Site Investigation Report)



ENCLOSURE – C

(Tower Data)

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TITL1 50m,180kmphTITL2 Designed by Dilina UNITS 1 $ 1=metric, 4=US

PROFILE FACES 4 WBASE 7.0200 RLBAS 0.0000 $ TODO: $ Remove '$' and replace '?' with appropriate $ section numbers in following PANEL blocks.

PANEL 1 HT 2.500 TW 2.200 FACE XH1 LEG 1 BR1 11 H 11 R 0 PLAN PL2A PB1 11 PB2 11 PB3 0 PB4 0 TOP BOLT LEG 6 M20-82 BR 1 M16-8 H 1 M16-8 PB 1 M16-8 R 1 M16-8 H 1 M16-8 HP 1 M16-8

PANEL 2 HT 2.500 TW 2.200 FACE XH1 LEG 1 BR1 11 H 11 R 0

PANEL 3 HT 2.500 TW 2.200 FACE XH1 LEG 2 BR 12 H 11 R 0 PLAN PL2A PB1 11 PB2 11 TOP

PANEL 4 HT 2.500 TW 2.200 FACE XH1 LEG 2 BR 14 H 11 R 0 BOLT LEG 6 M20-82 BR 1 M22-8

PANEL 5 HT 2.500 TW 2.200 FACE XH1 LEG 3 BR1 14 H1 11 R 0 PLAN PL2A PB1 11 PB2 11 TOP BOLT LEG 6 M20-82 BR 1 M20-8

PANEL 6 HT 2.500 FACE XH1 LEG 3 BR1 15 H1 11 R 0

PANEL 7 HT 2.500 FACE XH1 LEG 4 BR1 15 H1 11 R 0 PLAN PL2A PB1 0 PB2 14 XIP BOLT LEG 8 M20-82 BR 2 M16-8

PANEL 8 HT 2.500 FACE XH1 LEG 4 BR1 15 H1 11 R 0 PLAN PL2A PB1 0 PB2 15 XIP

PANEL 9 HT 2.500 FACE XH1 LEG 5 BR1 16 H1 12 R 0 PLAN PL2A PB1 0 PB2 16 XIP BOLT LEG 6 M24-82 PANEL 10 HT 2.500 FACE XH1 LEG 5 BR1 17 H1 0 R 0 PLAN PP4 PB1 14 PB2 14 PB3 11 PB4 11 PB5 0 PB6 0 XIP

PANEL 11 HT 5.000 FACE XH3 LEG 6 BR1 19 R 11 H1 0 PLAN PP4 PB1 14 PB2 14 PB3 11 PB4 11 PB5 0 PB6 0 XIP HIP HX2 HP1 12 HP2 0 HP3 0 HP4 0 HP5 0 HP6 0 HP7 12 BOLT LEG 8 M24-82

PANEL 12 HT 5.000 FACE XH3 LEG 7 BR1 20 R 11 PLAN PP4 PB1 14 PB2 14 PB3 11 PB4 11 PB5 0 PB6 0 XIP HIP HX2 HP1 12 HP2 0 HP3 0 HP4 0 HP5 0 HP6 0 HP7 12 BOLT LEG 8 M24-82 BR 2 M16-8

PANEL 13 HT 5.000 FACE XH3A LEG 8 BR1 21 R1 11 R2 12 R3 12 R4 11 PLAN PP4 PB1 15 PB2 15 PB3 12 PB4 12 XIP HIP HX2 HP1 12 HP2 0 HP3 0 HP4 0 HP5 0 HP6 0 HP7 12 BOLT LEG 10 M24-82 BR 2 M16-8

PANEL 14 HT 5.000

1

FACE XH3A LEG 8 BR1 22 R1 11 R2 12 R3 12 R4 11 PLAN PP4 PB1 15 PB2 18 PB3 14 PB4 14 XIP HIP HX2 HP1 14 HP2 0 HP3 0 HP4 0 HP5 0 HP6 0 HP7 14 BOLT LEG 10 M24-82 BR 2 M20-8

PANEL 15 HT 5.000 FACE XH3A LEG 9 BR1 22 R1 11 R2 14 R3 14 R4 11 PLAN PP4 PB1 16 PB2 19 PB3 15 PB4 15 XIP HIP HX2 HP1 15 HP2 0 HP3 0 HP4 0 HP5 0 HP6 0 HP7 15

END

SUPPORTS $ TODO - support list goes here $ syntax: $ { COORD x y z | LEG abcd } ... $ { PINNED | FIXED [ BUT { releases | springs } ] } $ END

SECTIONS

LIBR P:Ds IFACT 0.1 $ LEGS

1 EA75x75x5 Y FY 345 BH 43 CONNECT C $$ 2 x 20 mm bolts in 21.5 holes 2 EA90x90x7 Y FY 345 BH 43 CONNECT C 3 EA100x100x10 Y FY 345 BH 43 CONNECT C 4 EA110x110x10 Y FY 345 BH 43 CONNECT C 5 EA110x110x12 Y FY 345 BH 51 CONNECT C $$ 2 x 24 mm bolts in 21.5 holes 6 EA125x125x12 Y FY 345 BH 51 CONNECT C 7 EA140x140x12 Y FY 345 BH 51 CONNECT C 8 EA160x160x14 Y FY 345 BH 51 CONNECT C 9 EA160x160x16 Y FY 345 BH 51 CONNECT C

$ BRACES

11 EA50x50x5 Y FY 235 BH 17.5 CONNECT L $$ 16 mm bolt in 17.5 holes 12 EA56x56x5 Y FY 235 BH 17.5 CONNECT L 14 EA63x63x5 Y FY 235 BH 17.5 CONNECT L 15 EA70x70x5 Y FY 235 BH 17.5 CONNECT L 16 EA75x75x5 Y FY 235 BH 17.5 CONNECT L 17 EA75x75x6 Y FY 235 BH 17.5 CONNECT L 18 EA80x80x6 Y FY 235 BH 17.5 CONNECT L 19 EA80x80x7 Y FY 235 BH 17.5 CONNECT L 20 EA90x90x6 Y FY 235 BH 17.5 CONNECT L 21 EA90x90x7 Y FY 235 BH 17.5 CONNECT L 22 EA90x90x8 Y FY 235 BH 17.5 CONNECT L

$ Data taken from template file TDSTD.TD in Data directory or if not available, Program directory.

END

MATERIAL $ TODO - material properties go here. NB, one material only. $ $ format of material properties $ E e PR pr DENS dens ALPHA alpha END

BOLTDATA

$ See file BOLTS in Program area for more Bolt information and American information

$ bolt_id grade D dia AS as FY fy FU fu FV fv [X x Y y Z z NSP nsp LJ

2

lj]

M24-82 GR8.8 D 24 AS 452 FY 628 FU 785 FV 300 NSP 2 $ 2 SHEAR PLANES M22-82 GR8.8 D 22 AS 380 FY 628 FU 785 FV 300 NSP 2 M20-82 GR8.8 D 20 AS 314 FY 628 FU 785 FV 300 NSP 2

M24-8 GR8.8 D 24 AS 452 FY 628 FU 785 FV 300 M22-8 GR8.8 D 22 AS 380 FY 628 FU 785 FV 300 M20-8 GR8.8 D 20 AS 314 FY 628 FU 785 FV 300 M16-8 GR8.8 D 16 AS 201 FY 628 FU 785 FV 300 M12-8 GR8.8 D 12 AS 113 FY 628 FU 785 FV 300

END

END

3



ENCLOSURE – D

(Tower Loading)

$ Basic loading file $ Additional data may be necessary to model the tower loading $ adequately. Check documentation for meaning of parameters.

PARAMETERS ANGN 90.0 CODE BS8100 VB 33.00 MEAN $ hourly mean PSF-V 1.20 PSF-M 1.20 RPSERV 3 $ return period, service OVERLAP 0 END $ Complete terrain block by supplying data for different wind angles $ NB wind angle is bearing measured east-of-north. $ Refer to manual for meaning of parameters TERRAIN ANGLE 0 TCAT 2 $ HH hh BETAH betah XLEE xlee $ END LOADS CASE 100 Dead Load DL $ additional node loads if required $ NDLD node-list FX fx FY fy FZ fz $ CASE 200 Miscellaneaous $ MI $ NDLD node-list FX fx FY fy FZ fz CASE 1000 Wind at 0.0 to X axis WL ANGLX 0.0 NOICE

CASE 1020 Wind at 45.0 to X axis WL ANGLX 45.0 NOICE







$ Check that the factors used in load combinations $ are consistent with the code to be used in checking $ member strength and tower displacements. CASE 3000 Max DL COMBIN 100 1.05

CASE 4000 Min DL + Wind at 0.0 to X NOICE COMBIN 100 0.90 COMBIN 1000 1.00

CASE 4020 Max DL + Wind at 0.0 to X NOICE COMBIN 100 1.05 COMBIN 1000 1.00




1












END ANCILLARIES LINEAR LIB P:DS_lin FEEDER XB 0 YB 0 ZB 0 XT 0 YT 0 ZT 50 ANG 0 LIB LAD-FED

LARGE LIB P:DS_anc $WSA XA 0 YA 0 ZA 50 ANG -45 LIB 16SQM $ AMASS mass ATTACH n1 n2 n3 n4 SLTS1 XA -1.100 YA 1.100 ZA 44.5 ANG 0 LIB DS-2252*300*125 SLTS2 XA 1.100 YA 1.100 ZA 44.5 ANG 120 LIB DS-2252*300*125 SLTS3 XA -1.100 YA -1.100 ZA 44.5 ANG 240 LIB DS-2252*300*125

MOBS1 XA -1.100 YA 1.100 ZA 41.0 ANG 0 LIB DS-2500*300*125 MOBS2 XA 1.100 YA 1.100 ZA 41.0 ANG 120 LIB DS-2500*300*125 MOBS3 XA -1.100 YA -1.100 ZA 41.0 ANG 240 LIB DS-2500*300*125

DLGS1 XA -1.462 YA 1.462 ZA 34.0 ANG 0 LIB DS-2500*300*125 DLGS2 XA 1.462 YA 1.462 ZA 34.0 ANG 120 LIB DS-2500*300*125 DLGS3 XA -1.462 YA -1.462 ZA 34.0 ANG 240 LIB DS-2500*300*125

PROS1 XA -1.100 YA 1.100 ZA 50.0 ANG 0 LIB DS-2400*300*125 PROS2 XA 1.100 YA 1.100 ZA 50.0 ANG 120 LIB DS-2400*300*125 PROS3 XA -1.100 YA -1.100 ZA 50.0 ANG 240 LIB DS-2400*300*125




PROS10 XA 1.220 YA 1.220 ZA 38.0 ANG 60 LIB DS-2800*150*100 PROS11 XA 1.220 YA -1.220 ZA 38.0 ANG 180 LIB DS-2800*150*100 PROS12 XA -1.220 YA -1.220 ZA 38.0 ANG 300 LIB DS-2800*150*100

PROS14 XA 1.220 YA 1.220 ZA 38.0 ANG 60 LIB DS-2800*150*100

2

PROS15 XA 1.220 YA -1.220 ZA 38.0 ANG 180 LIB DS-2800*150*100 PROS16 XA -1.220 YA -1.220 ZA 38.0 ANG 300 LIB DS-2800*150*100

MOBMW1 XA 1.281 YA -1.281 ZA 37.0 ANG 190 LIB DS-0.6

SLTMW1 XA 1.329 YA 1.329 ZA 36.2 ANG 30 LIB DS-0.6 SLTMW2 XA -2.010 YA 2.010 ZA 24.9 ANG 280 LIB DS-1.5 SLTMW3 XA -1.220 YA -1.220 ZA 38.0 ANG 10 LIB DS-0.6 SLTMW4 XA -1.220 YA -1.220 ZA 38.0 ANG 10 LIB DS-0.6

DLGMW1 XA -1.956 YA -1.956 ZA 25.8 ANG 290 LIB DS-1.5

FACE WP FACE 1234 ZA 50 MASS 22 CN 1 AREA 0.40 FLAT RP4 FACE 1234 ZA 45 MASS 22 CN 1 AREA 0.40 FLAT RP3 FACE 1234 ZA 35 MASS 22 CN 1 AREA 0.40 FLAT RP2 FACE 1234 ZA 25 MASS 22 CN 1 AREA 0.40 FLAT RP1 FACE 1234 ZA 15 MASS 22 CN 1 AREA 0.40 FLAT

END END

3

$ Basic loading file $ Additional data may be necessary to model the tower loading $ adequately. Check documentation for meaning of parameters.

PARAMETERS ANGN 90.0 CODE BS8100 VB 25.67 MEAN $ hourly mean PSF-V 1.20 PSF-M 1.20 RPSERV 3 $ return period, service OVERLAP 0 END $ Complete terrain block by supplying data for different wind angles $ NB wind angle is bearing measured east-of-north. $ Refer to manual for meaning of parameters TERRAIN ANGLE 0 TCAT 2 $ HH hh BETAH betah XLEE xlee $ END LOADS CASE 100 Dead Load DL $ additional node loads if required $ NDLD node-list FX fx FY fy FZ fz $ CASE 200 Miscellaneaous $ MI $ NDLD node-list FX fx FY fy FZ fz CASE 1000 Wind at 0.0 to X axis WL ANGLX 0.0 NOICE








$ Check that the factors used in load combinations $ are consistent with the code to be used in checking $ member strength and tower displacements. CASE 3000 DL COMBIN 100 1.05

CASE 4000 DL + Wind at 0.0 to X NOICE COMBIN 100 1.00 COMBIN 1000 1.00


CASE 4080 DL + Wind at 90.0 to X NOICE

1

COMBIN 100 1.00 COMBIN 1040 1.00






END ANCILLARIES LINEAR LIB P:DS_lin FEEDER XB 0 YB 0 ZB 0 XT 0 YT 0 ZT 50 ANG 0 LIB LAD-FED

LARGE LIB P:DS_anc $WSA XA 0 YA 0 ZA 50 ANG -45 LIB 16SQM $ AMASS mass ATTACH n1 n2 n3 n4 SLTS1 XA -1.100 YA 1.100 ZA 44.5 ANG 0 LIB DS-2252*300*125 SLTS2 XA 1.100 YA 1.100 ZA 44.5 ANG 120 LIB DS-2252*300*125 SLTS3 XA -1.100 YA -1.100 ZA 44.5 ANG 240 LIB DS-2252*300*125

MOBS1 XA -1.100 YA 1.100 ZA 41.0 ANG 0 LIB DS-2500*300*125 MOBS2 XA 1.100 YA 1.100 ZA 41.0 ANG 120 LIB DS-2500*300*125 MOBS3 XA -1.100 YA -1.100 ZA 41.0 ANG 240 LIB DS-2500*300*125

DLGS1 XA -1.462 YA 1.462 ZA 34.0 ANG 0 LIB DS-2500*300*125 DLGS2 XA 1.462 YA 1.462 ZA 34.0 ANG 120 LIB DS-2500*300*125 DLGS3 XA -1.462 YA -1.462 ZA 34.0 ANG 240 LIB DS-2500*300*125







MOBMW1 XA 1.281 YA -1.281 ZA 37.0 ANG 190 LIB DS-0.6

SLTMW1 XA 1.329 YA 1.329 ZA 36.2 ANG 30 LIB DS-0.6 SLTMW2 XA -2.010 YA 2.010 ZA 24.9 ANG 280 LIB DS-1.5 SLTMW3 XA -1.220 YA -1.220 ZA 38.0 ANG 10 LIB DS-0.6 SLTMW4 XA -1.220 YA -1.220 ZA 38.0 ANG 10 LIB DS-0.6

2

DLGMW1 XA -1.956 YA -1.956 ZA 25.8 ANG 290 LIB DS-1.5

FACE WP FACE 1234 ZA 50 MASS 22 CN 1 AREA 0.40 FLAT RP4 FACE 1234 ZA 45 MASS 22 CN 1 AREA 0.40 FLAT RP3 FACE 1234 ZA 35 MASS 22 CN 1 AREA 0.40 FLAT RP2 FACE 1234 ZA 25 MASS 22 CN 1 AREA 0.40 FLAT RP1 FACE 1234 ZA 15 MASS 22 CN 1 AREA 0.40 FLAT

END END

3



ENCLOSURE – E

(Tower Design Output)

MSTOWER V6 Member checking to BS8100:Part3:1999 (080909)

Job: 50M,180KMPH Title: 50M,180KMPH DESIGNED BY DILINA Date: 17-OCT-11 06:34:51

-- L O A D C A S E S --Case Y/N Title 100 N DEAD LOAD1000 N WIND AT 0.0 TO X AXIS1001 N from Case 1000 - P'aw = Ga.Paw1002 N from Case 1000 - Ptw + Paw + Pcw1020 N WIND AT 45.0 TO X AXIS1021 N from Case 1020 - P'aw = Ga.Paw1022 N from Case 1020 - Ptw + Paw + Pcw1040 N WIND AT 90.0 TO X AXIS1041 N from Case 1040 - P'aw = Ga.Paw1042 N from Case 1040 - Ptw + Paw + Pcw1060 N WIND AT 135.0 TO X AXIS1061 N from Case 1060 - P'aw = Ga.Paw1062 N from Case 1060 - Ptw + Paw + Pcw1080 N WIND AT 180.0 TO X AXIS1081 N from Case 1080 - P'aw = Ga.Paw1082 N from Case 1080 - Ptw + Paw + Pcw1100 N WIND AT 225.0 TO X AXIS1101 N from Case 1100 - P'aw = Ga.Paw1102 N from Case 1100 - Ptw + Paw + Pcw1120 N WIND AT 270.0 TO X AXIS1121 N from Case 1120 - P'aw = Ga.Paw1122 N from Case 1120 - Ptw + Paw + Pcw1140 N WIND AT 315.0 TO X AXIS1141 N from Case 1140 - P'aw = Ga.Paw1142 N from Case 1140 - Ptw + Paw + Pcw3000 Y MAX DL4000 Y MIN DL + WIND AT 0.0 TO X NOICE4020 Y MAX DL + WIND AT 0.0 TO X NOICE4040 Y MIN DL + WIND AT 45.0 TO X NOICE4060 Y MAX DL + WIND AT 45.0 TO X NOICE4080 Y MIN DL + WIND AT 90.0 TO X NOICE4100 Y MAX DL + WIND AT 90.0 TO X NOICE4120 Y MIN DL + WIND AT 135.0 TO X NOICE4140 Y MAX DL + WIND AT 135.0 TO X NOICE4160 Y MIN DL + WIND AT 180.0 TO X NOICE

1

4180 Y MAX DL + WIND AT 180.0 TO X NOICE4200 Y MIN DL + WIND AT 225.0 TO X NOICE4220 Y MAX DL + WIND AT 225.0 TO X NOICE4240 Y MIN DL + WIND AT 270.0 TO X NOICE4260 Y MAX DL + WIND AT 270.0 TO X NOICE4280 Y MIN DL + WIND AT 315.0 TO X NOICE4300 Y MAX DL + WIND AT 315.0 TO X NOICE

Y = Cases to be checked N = Not Used

Report Units: Dims., lengths, areas ... mm, mm2 Forces ..................... kN Stresses ..............N/mm2 (MPa)

Partial safety factor on strength: Members: 1.20 Bolts: 1.20

Symbols: fy = yield stress nb = no. bolts in end connection. P = design force. C = continuity classification: 2 - continuous both ends, symmetric 3 - continuous both ends, unsymmetric 4 - continuous one end 5 - discontinuous K = effective length factor, Table 2 and 3. N = design capacity. * = Load/Capacity > 1.0 # = Exceeds code slenderness limits.

Note: * Members are checked for axial force only; additional member checks are required if members are subject to significant bending moments. * Buckling restraints assume fully triangulated bracing patterns; additional checks of member capacity and buckling restraints may be required if non-triangulated bracing is used. * Members are not checked for manloads or maintenance loads.

|-------------Compression------------| |--------Tension------| |-----------------Bolts----------------| Pnl Members Typ Size fy nb Case P C K L/r N P/N Case P N P/N Case P Dia Grade Type N P/N 1 1- 2 LEG EA75X75X5 345 6 4140 9 4 0.905 84v 120 0.073 4280 6 147 0.039 4140 9 20 GR8.8 2S 345 0.026

2

1 21- 22 LEG EA75X75X5 345 6 4220 10 4 0.905 84v 120 0.084 4040 4 147 0.030 4220 10 20 GR8.8 2S 345 0.029 1 41- 42 LEG EA75X75X5 345 6 4300 7 4 0.905 84v 120 0.059 4120 7 147 0.051 4120 7 20 GR8.8 2S 345 0.022 1 61- 62 LEG EA75X75X5 345 6 4060 6 4 0.905 84v 120 0.048 4200 9 147 0.059 4200 9 20 GR8.8 2S 345 0.025 1 5- 6 XBR EA50X50X5 235 1 4280 5 4 0.890 171v 25 0.203 4140 7 53 0.131 4140 7 16 GR8.8 1S 31 0.220 1 7- 8 XBR EA50X50X5 235 1 4080 4 4 0.890 171v 25 0.159 4220 7 53 0.124 4220 7 16 GR8.8 1S 31 0.208 1 25- 26 XBR EA50X50X5 235 1 4040 4 4 0.890 171v 25 0.172 4220 8 53 0.153 4220 8 16 GR8.8 1S 31 0.257 1 27- 28 XBR EA50X50X5 235 1 4120 7 4 0.890 171v 25 0.271 4300 5 53 0.098 4120 7 16 GR8.8 1S 31 0.216 1 45- 46 XBR EA50X50X5 235 1 4120 6 4 0.890 171v 25 0.239 4260 6 53 0.115 4260 6 16 GR8.8 1S 31 0.194 1 47- 48 XBR EA50X50X5 235 1 4200 8 4 0.890 171v 25 0.317 4100 5 53 0.097 4200 8 16 GR8.8 1S 31 0.253 1 65- 66 XBR EA50X50X5 235 1 4160 8 4 0.890 171v 25 0.318 4060 4 53 0.068 4160 8 16 GR8.8 1S 31 0.253 1 67- 68 XBR EA50X50X5 235 1 4280 4 4 0.890 171v 25 0.178 4180 7 53 0.134 4180 7 16 GR8.8 1S 31 0.225 1 3- 4 RED EA50X50X5 235 1 4200 0 4 0.987 113v 40 0.011 4220 1 53 0.011 4220 1 16 GR8.8 1S 31 0.019 1 23- 24 RED EA50X50X5 235 1 4160 1 4 0.987 113v 40 0.023 4180 1 53 0.018 4180 1 16 GR8.8 1S 31 0.031 1 43- 44 RED EA50X50X5 235 1 4200 1 4 0.987 113v 40 0.014 4220 0 53 0.009 4200 1 16 GR8.8 1S 31 0.017 1 63- 64 RED EA50X50X5 235 1 4160 1 4 0.987 113v 40 0.023 4180 1 53 0.018 4180 1 16 GR8.8 1S 31 0.031 1 69- 72 HOR EA50X50X5 235 1 4220 2 5 1.069 146x 21 0.079 4280 1 53 0.017 4220 2 16 GR8.8 1S 31 0.054 1 73- 76 HOR EA50X50X5 235 1 4220 2 5 1.069 146x 21 0.080 4120 1 53 0.024 4220 2 16 GR8.8 1S 31 0.055 1 77- 80 HOR EA50X50X5 235 1 4300 1 5 1.069 146x 21 0.056 4200 1 53 0.027 4200 1 16 GR8.8 1S 31 0.045 1 81- 84 HOR EA50X50X5 235 1 4140 2 5 1.069 146x 21 0.072 4200 1 53 0.027 4140 2 16 GR8.8 1S 31 0.049 1 85- 86 PBR EA50X50X5 235 1 4300 0 5 0.903 160v 24 0.015 4120 1 53 0.010 4120 1 16 GR8.8 1S 31 0.017 1 87- 88 PBR EA50X50X5 235 1 4060 0 5 0.903 160v 24 0.013 4200 1 53 0.011 4200 1 16 GR8.8 1S 31 0.018 1 89- 90 PBR EA50X50X5 235 1 4140 1 5 0.903 160v 24 0.022 4280 0 53 0.007 4140 1 16 GR8.8 1S 31 0.017 1 91- 92 PBR EA50X50X5 235 1 4220 1 5 0.903 160v 24 0.024 4040 0 53 0.006 4220 1 16 GR8.8 1S 31 0.018

2 101- 102 LEG EA75X75X5 345 6 4140 26 2 0.905 84v 120 0.219 4280 18 147 0.122 4140 26 20 GR8.8 2S 345 0.076 2 121- 122 LEG EA75X75X5 345 6 4220 30 2 0.905 84v 120 0.249 4040 14 147 0.097 4220 30 20 GR8.8 2S 345 0.087 2 141- 142 LEG EA75X75X5 345 6 4300 21 2 0.905 84v 120 0.173 4120 24 147 0.161 4120 24 20 GR8.8 2S 345 0.068 2 161- 162 LEG EA75X75X5 345 6 4060 17 2 0.905 84v 120 0.142 4200 27 147 0.184 4200 27 20 GR8.8 2S 345 0.078 2 105- 106 XBR EA50X50X5 235 1 4220 13 4 0.890 171v 25 0.510 4120 11 53 0.210 4220 13 16 GR8.8 1S 31 0.407 2 107- 108 XBR EA50X50X5 235 1 4140 15 4 0.890 171v 25 0.581 4240 11 53 0.207 4140 15 16 GR8.8 1S 31 0.463 2 125- 126 XBR EA50X50X5 235 1 4020 11 4 0.890 171v 25 0.458 4120 14 53 0.269 4120 14 16 GR8.8 1S 31 0.452 2 127- 128 XBR EA50X50X5 235 1 4220 17 4 0.890 171v 25 0.692 4000 11 53 0.200 4220 17 16 GR8.8 1S 31 0.551 2 145- 146 XBR EA50X50X5 235 1 4100 13 4 0.890 171v 25 0.512 4200 17 53 0.321 4200 17 16 GR8.8 1S 31 0.539 2 147- 148 XBR EA50X50X5 235 1 4260 15 4 0.890 171v 25 0.596 4080 12 53 0.236 4260 15 16 GR8.8 1S 31 0.475 2 165- 166 XBR EA50X50X5 235 1 4180 18 4 0.890 171v 25 0.720 4280 9 53 0.169 4180 18 16 GR8.8 1S 31 0.574 2 167- 168 XBR EA50X50X5 235 1 4060 7 4 0.890 171v 25 0.286 4160 19 53 0.355 4160 19 16 GR8.8 1S 31 0.596 2 103- 104 RED EA50X50X5 235 1 4220 1 4 0.987 113v 40 0.013 4220 1 53 0.010 4220 1 16 GR8.8 1S 31 0.017 2 123- 124 RED EA50X50X5 235 1 4180 1 4 0.987 113v 40 0.023 4160 1 53 0.018 4180 1 16 GR8.8 1S 31 0.030 2 143- 144 RED EA50X50X5 235 1 4300 0 4 0.987 113v 40 0.009 4300 0 53 0.007 4300 0 16 GR8.8 1S 31 0.012 2 163- 164 RED EA50X50X5 235 1 4180 1 4 0.987 113v 40 0.024 4160 1 53 0.018 4180 1 16 GR8.8 1S 31 0.030

3 201- 202 LEG EA90X90X7 345 6 4140 75 2 0.900 71v 248 0.304 4280 52 264 0.199 4140 75 20 GR8.8 2S 483 0.156 3 221- 222 LEG EA90X90X7 345 6 4220 85 2 0.900 71v 248 0.342 4040 42 264 0.161 4220 85 20 GR8.8 2S 483 0.175 3 241- 242 LEG EA90X90X7 345 6 4300 58 2 0.900 71v 248 0.234 4120 70 264 0.264 4120 70 20 GR8.8 2S 483 0.144 3 261- 262 LEG EA90X90X7 345 6 4060 48 2 0.900 71v 248 0.194 4200 79 264 0.299 4200 79 20 GR8.8 2S 483 0.164 3 205- 206 XBR EA56X56X5 235 1 4280 16 4 0.915 151v 33 0.499 4140 22 61 0.352 4140 22 16 GR8.8 1S 31 0.690 3 207- 208 XBR EA56X56X5 235 1 4120 16 4 0.915 151v 33 0.490 4220 20 61 0.319 4220 20 16 GR8.8 1S 31 0.626 3 225- 226 XBR EA56X56X5 235 1 4000 17 4 0.915 151v 33 0.509 4220 26 61 0.415 4220 26 16 GR8.8 1S 31 0.814 3 227- 228 XBR EA56X56X5 235 1 4120 22 4 0.915 151v 33 0.660 4020 18 61 0.287 4120 22 16 GR8.8 1S 31 0.689 3 245- 246 XBR EA56X56X5 235 1 4120 19 4 0.915 151v 33 0.568 4260 21 61 0.342 4260 21 16 GR8.8 1S 31 0.671 3 247- 248 XBR EA56X56X5 235 1 4200 25 4 0.915 151v 33 0.778 4100 18 61 0.295 4200 25 16 GR8.8 1S 31 0.812 3 265- 266 XBR EA56X56X5 235 1 4160 30 4 0.915 151v 33 0.915 4060 11 61 0.178 4160 30 16 GR8.8 1S 31 0.955 3 267- 268 XBR EA56X56X5 235 1 4280 14 4 0.915 151v 33 0.427 4180 28 61 0.459 4180 28 16 GR8.8 1S 31 0.900 3 203- 204 RED EA50X50X5 235 1 4220 1 4 0.987 113v 40 0.035 4220 1 53 0.027 4220 1 16 GR8.8 1S 31 0.045 3 223- 224 RED EA50X50X5 235 1 4220 1 4 0.987 113v 40 0.035 4220 1 53 0.027 4220 1 16 GR8.8 1S 31 0.045 3 243- 244 RED EA50X50X5 235 1 4300 1 4 0.987 113v 40 0.024 4300 1 53 0.018 4300 1 16 GR8.8 1S 31 0.031 3 263- 264 RED EA50X50X5 235 1 4140 1 4 0.987 113v 40 0.031 4140 1 53 0.024 4140 1 16 GR8.8 1S 31 0.040 3 269- 272 HOR EA50X50X5 235 1 4200 1 5 1.069 146x 21 0.067 4300 1 53 0.019 4200 1 16 GR8.8 1S 31 0.046

3

3 273- 276 HOR EA50X50X5 235 1 4160 2 5 1.069 146x 21 0.076 4140 1 53 0.026 4160 2 16 GR8.8 1S 31 0.052 3 277- 280 HOR EA50X50X5 235 1 4280 1 5 1.069 146x 21 0.045 4220 1 53 0.028 4220 1 16 GR8.8 1S 31 0.047 3 281- 284 HOR EA50X50X5 235 1 4120 1 5 1.069 146x 21 0.062 4180 2 53 0.032 4180 2 16 GR8.8 1S 31 0.053 3 285- 286 PBR EA50X50X5 235 1 4000 1 5 0.903 160v 24 0.023 4180 1 53 0.019 4180 1 16 GR8.8 1S 31 0.033 3 287- 288 PBR EA50X50X5 235 1 4000 1 5 0.903 160v 24 0.023 4180 1 53 0.019 4180 1 16 GR8.8 1S 31 0.033 3 289- 290 PBR EA50X50X5 235 1 4160 1 5 0.903 160v 24 0.042 4020 1 53 0.011 4160 1 16 GR8.8 1S 31 0.033 3 291- 292 PBR EA50X50X5 235 1 4160 1 5 0.903 160v 24 0.042 4020 1 53 0.011 4160 1 16 GR8.8 1S 31 0.033

4 301- 302 LEG EA90X90X7 345 6 4140 122 2 0.900 71v 248 0.493 4280 87 264 0.329 4140 122 20 GR8.8 2S 483 0.253 4 321- 322 LEG EA90X90X7 345 6 4220 137 2 0.900 71v 248 0.554 4040 71 264 0.268 4220 137 20 GR8.8 2S 483 0.284 4 341- 342 LEG EA90X90X7 345 6 4300 93 2 0.900 71v 248 0.378 4120 116 264 0.438 4120 116 20 GR8.8 2S 483 0.240 4 361- 362 LEG EA90X90X7 345 6 4060 77 2 0.900 71v 248 0.312 4200 131 264 0.495 4200 131 20 GR8.8 2S 483 0.271 4 305- 306 XBR EA63X63X5 235 1 4220 25 4 0.943 134v 43 0.597 4120 22 72 0.312 4220 25 22 GR8.8 1S 43 0.590 4 307- 308 XBR EA63X63X5 235 1 4140 28 4 0.943 134v 43 0.668 4240 22 72 0.303 4140 28 22 GR8.8 1S 43 0.660 4 325- 326 XBR EA63X63X5 235 1 4020 23 4 0.943 134v 43 0.551 4120 28 72 0.392 4120 28 22 GR8.8 1S 43 0.653 4 327- 328 XBR EA63X63X5 235 1 4220 34 4 0.943 134v 43 0.789 4000 22 72 0.309 4220 34 22 GR8.8 1S 43 0.780 4 345- 346 XBR EA63X63X5 235 1 4100 25 4 0.943 134v 43 0.578 4200 33 72 0.464 4200 33 22 GR8.8 1S 43 0.773 4 347- 348 XBR EA63X63X5 235 1 4260 29 4 0.943 134v 43 0.674 4080 24 72 0.339 4260 29 22 GR8.8 1S 43 0.667 4 365- 366 XBR EA63X63X5 235 1 4180 38 4 0.943 134v 43 0.886 4280 18 72 0.250 4180 38 22 GR8.8 1S 43 0.876 4 367- 368 XBR EA63X63X5 235 1 4060 14 4 0.943 134v 43 0.334 4160 39 72 0.548 4160 39 22 GR8.8 1S 43 0.912 4 303- 304 RED EA50X50X5 235 1 4140 3 4 0.987 113v 40 0.064 4120 3 53 0.053 4120 3 16 GR8.8 1S 31 0.088 4 323- 324 RED EA50X50X5 235 1 4220 3 4 0.987 113v 40 0.081 4200 3 53 0.066 4200 3 16 GR8.8 1S 31 0.110 4 343- 344 RED EA50X50X5 235 1 4260 4 4 0.987 113v 40 0.089 4240 4 53 0.068 4260 4 16 GR8.8 1S 31 0.114 4 363- 364 RED EA50X50X5 235 1 4180 2 4 0.987 113v 40 0.061 4160 2 53 0.046 4180 2 16 GR8.8 1S 31 0.078

5 401- 402 LEG EA100X100X10 345 6 4140 179 2 0.900 68v 396 0.452 4280 129 423 0.305 4140 179 20 GR8.8 2S 690 0.260 5 421- 422 LEG EA100X100X10 345 6 4220 202 2 0.900 68v 396 0.509 4040 105 423 0.248 4220 202 20 GR8.8 2S 690 0.292 5 441- 442 LEG EA100X100X10 345 6 4300 137 2 0.900 68v 396 0.346 4120 171 423 0.405 4120 171 20 GR8.8 2S 690 0.248 5 461- 462 LEG EA100X100X10 345 6 4060 113 2 0.900 68v 396 0.286 4200 193 423 0.457 4200 193 20 GR8.8 2S 690 0.280 5 405- 406 XBR EA63X63X5 235 1 4220 23 4 0.921 147v 38 0.601 4120 15 72 0.205 4220 23 20 GR8.8 1S 39 0.587 5 407- 408 XBR EA63X63X5 235 1 4140 26 4 0.921 147v 38 0.668 4280 19 72 0.262 4140 26 20 GR8.8 1S 39 0.652 5 425- 426 XBR EA63X63X5 235 1 4020 21 4 0.921 147v 38 0.552 4120 25 72 0.345 4120 25 20 GR8.8 1S 39 0.632 5 427- 428 XBR EA63X63X5 235 1 4220 30 4 0.921 147v 38 0.797 4000 19 72 0.267 4220 30 20 GR8.8 1S 39 0.778 5 445- 446 XBR EA63X63X5 235 1 4100 19 4 0.921 147v 38 0.499 4200 30 72 0.413 4200 30 20 GR8.8 1S 39 0.757 5 447- 448 XBR EA63X63X5 235 1 4260 22 4 0.921 147v 38 0.586 4120 21 72 0.292 4260 22 20 GR8.8 1S 39 0.572 5 465- 466 XBR EA63X63X5 235 1 4180 33 4 0.921 147v 38 0.874 4280 16 72 0.220 4180 33 20 GR8.8 1S 39 0.852 5 467- 468 XBR EA63X63X5 235 1 4060 13 4 0.921 147v 38 0.333 4160 35 72 0.486 4160 35 20 GR8.8 1S 39 0.891 5 403- 404 RED EA50X50X5 235 1 4220 3 4 0.970 120v 38 0.087 4220 3 53 0.062 4220 3 16 GR8.8 1S 31 0.105 5 423- 424 RED EA50X50X5 235 1 4220 3 4 0.970 120v 38 0.087 4220 3 53 0.062 4220 3 16 GR8.8 1S 31 0.105 5 443- 444 RED EA50X50X5 235 1 4300 2 4 0.970 120v 38 0.059 4300 2 53 0.042 4300 2 16 GR8.8 1S 31 0.071 5 463- 464 RED EA50X50X5 235 1 4140 3 4 0.970 120v 38 0.077 4140 3 53 0.056 4140 3 16 GR8.8 1S 31 0.093 5 469- 472 HOR EA50X50X5 235 1 4280 1 5 1.069 146x 21 0.047 4220 2 53 0.029 4220 2 16 GR8.8 1S 31 0.049 5 473- 476 HOR EA50X50X5 235 1 4180 1 5 1.069 146x 21 0.070 4200 1 53 0.028 4200 1 16 GR8.8 1S 31 0.048 5 477- 480 HOR EA50X50X5 235 1 4220 2 5 1.069 146x 21 0.071 4280 1 53 0.019 4220 2 16 GR8.8 1S 31 0.048 5 481- 484 HOR EA50X50X5 235 1 4200 1 5 1.069 146x 21 0.070 4180 2 53 0.029 4180 2 16 GR8.8 1S 31 0.048 5 485- 486 PBR EA50X50X5 235 1 4280 1 5 0.903 160v 24 0.025 4180 1 53 0.019 4180 1 16 GR8.8 1S 31 0.031 5 487- 488 PBR EA50X50X5 235 1 4000 1 5 0.903 160v 24 0.022 4180 1 53 0.019 4180 1 16 GR8.8 1S 31 0.031 5 489- 490 PBR EA50X50X5 235 1 4180 1 5 0.903 160v 24 0.041 4280 1 53 0.011 4180 1 16 GR8.8 1S 31 0.031 5 491- 492 PBR EA50X50X5 235 1 4160 1 5 0.903 160v 24 0.041 4020 1 53 0.010 4160 1 16 GR8.8 1S 31 0.031

6 501- 502 LEG EA100X100X10 345 6 4140 248 2 0.900 67v 398 0.623 4280 177 423 0.420 4140 248 20 GR8.8 2S 690 0.359 6 521- 522 LEG EA100X100X10 345 6 4220 279 2 0.900 67v 398 0.701 4040 144 423 0.341 4220 279 20 GR8.8 2S 690 0.404 6 541- 542 LEG EA100X100X10 345 6 4300 190 2 0.900 67v 398 0.476 4120 236 423 0.558 4120 236 20 GR8.8 2S 690 0.342 6 561- 562 LEG EA100X100X10 345 6 4060 156 2 0.900 67v 398 0.393 4200 267 423 0.631 4200 267 20 GR8.8 2S 690 0.387 6 505- 506 XBR EA70X70X5 235 1 4240 21 4 0.934 139v 46 0.469 4140 26 82 0.321 4140 26 20 GR8.8 1S 39 0.672 6 507- 508 XBR EA70X70X5 235 1 4120 18 4 0.934 139v 46 0.403 4220 27 82 0.324 4220 27 20 GR8.8 1S 39 0.679 6 525- 526 XBR EA70X70X5 235 1 4000 21 4 0.934 139v 46 0.458 4220 31 82 0.379 4220 31 20 GR8.8 1S 39 0.793 6 527- 528 XBR EA70X70X5 235 1 4160 26 4 0.934 139v 46 0.582 4020 22 82 0.268 4160 26 20 GR8.8 1S 39 0.676

4

6 545- 546 XBR EA70X70X5 235 1 4120 24 4 0.934 139v 46 0.529 4260 25 82 0.309 4260 25 20 GR8.8 1S 39 0.648 6 547- 548 XBR EA70X70X5 235 1 4200 31 4 0.934 139v 46 0.680 4100 21 82 0.260 4200 31 20 GR8.8 1S 39 0.791 6 565- 566 XBR EA70X70X5 235 1 4160 39 4 0.934 139v 46 0.854 4060 14 82 0.176 4160 39 20 GR8.8 1S 39 0.992 6 567- 568 XBR EA70X70X5 235 1 4280 18 4 0.934 139v 46 0.401 4180 37 82 0.453 4180 37 20 GR8.8 1S 39 0.948 6 503- 504 RED EA50X50X5 235 1 4220 5 4 0.939 136v 33 0.137 4220 5 53 0.086 4220 5 16 GR8.8 1S 31 0.145 6 523- 524 RED EA50X50X5 235 1 4220 5 4 0.939 136v 33 0.137 4220 5 53 0.086 4220 5 16 GR8.8 1S 31 0.145 6 543- 544 RED EA50X50X5 235 1 4300 3 4 0.939 136v 33 0.093 4300 3 53 0.059 4300 3 16 GR8.8 1S 31 0.098 6 563- 564 RED EA50X50X5 235 1 4140 4 4 0.939 136v 33 0.121 4140 4 53 0.077 4140 4 16 GR8.8 1S 31 0.129

7 601- 602 LEG EA110X110X10 345 8 4140 293 2 0.900 61v 468 0.627 4280 211 480 0.439 4140 293 20 GR8.8 2S 920 0.319 7 621- 622 LEG EA110X110X10 345 8 4220 331 2 0.900 61v 468 0.708 4040 171 480 0.356 4220 331 20 GR8.8 2S 920 0.360 7 641- 642 LEG EA110X110X10 345 8 4300 225 2 0.900 61v 468 0.481 4120 279 480 0.582 4120 279 20 GR8.8 2S 920 0.304 7 661- 662 LEG EA110X110X10 345 8 4060 185 2 0.900 61v 468 0.395 4200 317 480 0.660 4200 317 20 GR8.8 2S 920 0.345 7 605- 606 BRC EA70X70X5 235 2 4220 29 4 0.921 147v 47 0.604 4120 21 82 0.251 4220 29 16 GR8.8 1S 63 0.457 7 607- 608 BRC EA70X70X5 235 2 4140 29 4 0.921 147v 47 0.604 4240 23 82 0.286 4140 29 16 GR8.8 1S 63 0.457 7 625- 626 BRC EA70X70X5 235 2 4020 24 4 0.921 147v 47 0.506 4160 29 82 0.355 4160 29 16 GR8.8 1S 63 0.465 7 627- 628 BRC EA70X70X5 235 2 4220 34 4 0.921 147v 47 0.711 4000 22 82 0.272 4220 34 16 GR8.8 1S 63 0.538 7 645- 646 BRC EA70X70X5 235 2 4100 24 4 0.921 147v 47 0.505 4200 33 82 0.402 4200 33 16 GR8.8 1S 63 0.525 7 647- 648 BRC EA70X70X5 235 2 4260 29 4 0.921 147v 47 0.602 4120 25 82 0.310 4260 29 16 GR8.8 1S 63 0.455 7 665- 666 BRC EA70X70X5 235 2 4180 40 4 0.921 147v 47 0.852 4280 19 82 0.234 4180 40 16 GR8.8 1S 63 0.645 7 667- 668 BRC EA70X70X5 235 2 4060 16 4 0.921 147v 47 0.332 4160 41 82 0.504 4160 41 16 GR8.8 1S 63 0.659 7 603- 604 RED EA50X50X5 235 1 4220 5 4 0.915 151v 29 0.174 4220 5 53 0.096 4220 5 16 GR8.8 1S 31 0.162 7 623- 624 RED EA50X50X5 235 1 4220 5 4 0.915 151v 29 0.174 4220 5 53 0.096 4220 5 16 GR8.8 1S 31 0.162 7 643- 644 RED EA50X50X5 235 1 4300 3 4 0.915 151v 29 0.118 4300 3 53 0.065 4300 3 16 GR8.8 1S 31 0.110 7 663- 664 RED EA50X50X5 235 1 4140 4 4 0.915 151v 29 0.154 4140 4 53 0.085 4140 4 16 GR8.8 1S 31 0.143 7 685- 686 PBR EA63X63X5 235 1 4180 1 5 0.894 167v 29 0.035 4180 1 72 0.014 4180 1 16 GR8.8 1S 31 0.032 7 687- 688 PBR EA63X63X5 235 1 4140 1 5 0.894 167v 29 0.025 4200 1 72 0.011 4200 1 16 GR8.8 1S 31 0.024 7 689- 690 PBR EA63X63X5 235 1 4140 1 5 0.894 167v 29 0.025 4260 1 72 0.010 4140 1 16 GR8.8 1S 31 0.023 7 691- 692 PBR EA63X63X5 235 1 4180 1 5 0.894 167v 29 0.035 4180 1 72 0.014 4180 1 16 GR8.8 1S 31 0.032

8 701- 702 LEG EA110X110X10 345 8 4140 359 2 0.900 61v 469 0.766 4280 258 480 0.538 4140 359 20 GR8.8 2S 920 0.391 8 721- 722 LEG EA110X110X10 345 8 4220 406 2 0.900 61v 469 0.866 4040 209 480 0.436 4220 406 20 GR8.8 2S 920 0.442 8 741- 742 LEG EA110X110X10 345 8 4300 276 2 0.900 61v 469 0.588 4120 342 480 0.713 4120 342 20 GR8.8 2S 920 0.372 8 761- 762 LEG EA110X110X10 345 8 4060 227 2 0.900 61v 469 0.483 4200 389 480 0.811 4200 389 20 GR8.8 2S 920 0.423 8 705- 706 BRC EA70X70X5 235 2 4260 25 4 0.910 155v 44 0.562 4120 28 82 0.342 4120 28 16 GR8.8 1S 63 0.447 8 707- 708 BRC EA70X70X5 235 2 4140 22 4 0.910 155v 44 0.501 4200 29 82 0.349 4200 29 16 GR8.8 1S 63 0.456 8 725- 726 BRC EA70X70X5 235 2 4000 23 4 0.910 155v 44 0.525 4180 34 82 0.410 4180 34 16 GR8.8 1S 63 0.537 8 727- 728 BRC EA70X70X5 235 2 4180 32 4 0.910 155v 44 0.729 4000 24 82 0.293 4180 32 16 GR8.8 1S 63 0.516 8 745- 746 BRC EA70X70X5 235 2 4140 26 4 0.910 155v 44 0.585 4240 29 82 0.350 4240 29 16 GR8.8 1S 63 0.458 8 747- 748 BRC EA70X70X5 235 2 4200 33 4 0.910 155v 44 0.745 4100 24 82 0.292 4200 33 16 GR8.8 1S 63 0.527 8 765- 766 BRC EA70X70X5 235 2 4180 43 4 0.910 155v 44 0.965 4000 16 82 0.198 4180 43 16 GR8.8 1S 63 0.683 8 767- 768 BRC EA70X70X5 235 2 4300 20 4 0.910 155v 44 0.444 4160 41 82 0.505 4160 41 16 GR8.8 1S 63 0.661 8 703- 704 RED EA50X50X5 235 1 4220 6 4 0.895 167v 26 0.241 4220 6 53 0.118 4220 6 16 GR8.8 1S 31 0.198 8 723- 724 RED EA50X50X5 235 1 4220 6 4 0.895 167v 26 0.241 4220 6 53 0.118 4220 6 16 GR8.8 1S 31 0.198 8 743- 744 RED EA50X50X5 235 1 4300 4 4 0.895 167v 26 0.163 4300 4 53 0.080 4300 4 16 GR8.8 1S 31 0.135 8 763- 764 RED EA50X50X5 235 1 4140 5 4 0.895 167v 26 0.213 4140 5 53 0.104 4140 5 16 GR8.8 1S 31 0.175 8 785- 786 PBR EA70X70X5 235 1 4260 1 5 0.896 166v 33 0.019 4120 1 82 0.009 4120 1 16 GR8.8 1S 31 0.024 8 787- 788 PBR EA70X70X5 235 1 4180 1 5 0.896 166v 33 0.025 4200 1 82 0.011 4200 1 16 GR8.8 1S 31 0.028 8 789- 790 PBR EA70X70X5 235 1 4180 1 5 0.896 166v 33 0.025 4180 1 82 0.010 4180 1 16 GR8.8 1S 31 0.026 8 791- 792 PBR EA70X70X5 235 1 4220 1 5 0.896 166v 33 0.028 4140 1 82 0.008 4220 1 16 GR8.8 1S 31 0.029

9 801- 802 LEG EA110X110X12 345 6 4140 408 2 0.900 61v 557 0.732 4280 294 542 0.543 4140 408 24 GR8.8 2S 994 0.411 9 821- 822 LEG EA110X110X12 345 6 4220 462 2 0.900 61v 557 0.829 4040 238 542 0.440 4220 462 24 GR8.8 2S 994 0.465 9 841- 842 LEG EA110X110X12 345 6 4300 313 2 0.900 61v 557 0.562 4120 389 542 0.718 4120 389 24 GR8.8 2S 994 0.392 9 861- 862 LEG EA110X110X12 345 6 4060 257 2 0.900 61v 557 0.461 4200 443 542 0.818 4200 443 24 GR8.8 2S 994 0.446 9 805- 806 BRC EA75X75X5 235 2 4220 31 4 0.913 152v 49 0.630 4120 23 89 0.253 4220 31 16 GR8.8 1S 63 0.489 9 807- 808 BRC EA75X75X5 235 2 4140 29 4 0.913 152v 49 0.606 4240 26 89 0.292 4140 29 16 GR8.8 1S 63 0.471 9 825- 826 BRC EA75X75X5 235 2 4020 25 4 0.913 152v 49 0.516 4160 34 89 0.385 4160 34 16 GR8.8 1S 63 0.549

5

9 827- 828 BRC EA75X75X5 235 2 4180 37 4 0.913 152v 49 0.753 4000 24 89 0.263 4180 37 16 GR8.8 1S 63 0.585 9 845- 846 BRC EA75X75X5 235 2 4100 25 4 0.913 152v 49 0.519 4200 34 89 0.377 4200 34 16 GR8.8 1S 63 0.538 9 847- 848 BRC EA75X75X5 235 2 4260 30 4 0.913 152v 49 0.623 4120 27 89 0.299 4260 30 16 GR8.8 1S 63 0.484 9 865- 866 BRC EA75X75X5 235 2 4180 43 4 0.913 152v 49 0.891 4280 20 89 0.227 4180 43 16 GR8.8 1S 63 0.692 9 867- 868 BRC EA75X75X5 235 2 4020 18 4 0.913 152v 49 0.374 4160 44 89 0.491 4160 44 16 GR8.8 1S 63 0.700 9 803- 804 RED EA56X56X5 235 1 4220 7 4 0.902 161v 30 0.234 4220 7 61 0.115 4220 7 16 GR8.8 1S 31 0.226 9 823- 824 RED EA56X56X5 235 1 4220 7 4 0.902 161v 30 0.234 4220 7 61 0.115 4220 7 16 GR8.8 1S 31 0.226 9 843- 844 RED EA56X56X5 235 1 4300 5 4 0.902 161v 30 0.159 4300 5 61 0.078 4300 5 16 GR8.8 1S 31 0.153 9 863- 864 RED EA56X56X5 235 1 4140 6 4 0.902 161v 30 0.207 4140 6 61 0.102 4140 6 16 GR8.8 1S 31 0.199 9 885- 886 PBR EA75X75X5 235 1 4180 1 5 0.893 169v 34 0.032 4180 1 89 0.012 4180 1 16 GR8.8 1S 31 0.035 9 887- 888 PBR EA75X75X5 235 1 4140 1 5 0.893 169v 34 0.022 4200 1 89 0.010 4200 1 16 GR8.8 1S 31 0.030 9 889- 890 PBR EA75X75X5 235 1 4140 1 5 0.893 169v 34 0.024 4260 1 89 0.008 4140 1 16 GR8.8 1S 31 0.027 9 891- 892 PBR EA75X75X5 235 1 4180 1 5 0.893 169v 34 0.032 4180 1 89 0.012 4180 1 16 GR8.8 1S 31 0.035

10 901- 902 LEG EA110X110X12 345 6 4140 469 2 0.900 60v 558 0.841 4280 339 542 0.625 4140 469 24 GR8.8 2S 994 0.473 10 921- 922 LEG EA110X110X12 345 6 4220 532 2 0.900 60v 558 0.953 4040 274 542 0.505 4220 532 24 GR8.8 2S 994 0.536 10 941- 942 LEG EA110X110X12 345 6 4300 361 2 0.900 60v 558 0.647 4120 447 542 0.826 4120 447 24 GR8.8 2S 994 0.450 10 961- 962 LEG EA110X110X12 345 6 4060 297 2 0.900 60v 558 0.531 4200 510 542 0.942 4200 510 24 GR8.8 2S 994 0.513 10 905- 906 BRC EA75X75X6 235 2 4260 29 4 0.901 161v 54 0.538 4120 30 106 0.280 4120 30 16 GR8.8 1S 75 0.396 10 907- 908 BRC EA75X75X6 235 2 4140 25 4 0.901 161v 54 0.463 4200 32 106 0.304 4200 32 16 GR8.8 1S 75 0.430 10 925- 926 BRC EA75X75X6 235 2 4020 26 4 0.901 161v 54 0.476 4160 39 106 0.371 4160 39 16 GR8.8 1S 75 0.525 10 927- 928 BRC EA75X75X6 235 2 4180 39 4 0.901 161v 54 0.718 4000 26 106 0.243 4180 39 16 GR8.8 1S 75 0.515 10 945- 946 BRC EA75X75X6 235 2 4140 30 4 0.901 161v 54 0.559 4240 32 106 0.303 4240 32 16 GR8.8 1S 75 0.429 10 947- 948 BRC EA75X75X6 235 2 4220 36 4 0.901 161v 54 0.668 4080 27 106 0.253 4220 36 16 GR8.8 1S 75 0.479 10 965- 966 BRC EA75X75X6 235 2 4180 49 4 0.901 161v 54 0.904 4000 20 106 0.191 4180 49 16 GR8.8 1S 75 0.649 10 967- 968 BRC EA75X75X6 235 2 4300 23 4 0.901 161v 54 0.425 4160 47 106 0.444 4160 47 16 GR8.8 1S 75 0.627 10 969- 972 RED EA63X63X5 235 1 4220 8 4 1.078 98x 54 0.149 4220 8 72 0.113 4220 8 16 GR8.8 1S 31 0.259 10 973- 976 RED EA63X63X5 235 1 4220 8 4 1.078 98x 54 0.149 4220 8 72 0.113 4220 8 16 GR8.8 1S 31 0.259 10 977- 980 RED EA63X63X5 235 1 4300 6 4 1.078 98x 54 0.101 4300 6 72 0.077 4300 6 16 GR8.8 1S 31 0.176 10 981- 984 RED EA63X63X5 235 1 4140 7 4 1.078 98x 54 0.132 4140 7 72 0.100 4140 7 16 GR8.8 1S 31 0.229 10 985 PBR EA50X50X5 235 1 4200 0 5 1.028 99v 40 0.012 4060 0 53 0.005 4200 0 16 GR8.8 1S 31 0.016 10 987 PBR EA50X50X5 235 1 4120 0 5 1.028 99v 40 0.009 4300 0 53 0.006 4120 0 16 GR8.8 1S 31 0.012 10 988 PBR EA50X50X5 235 1 4280 0 5 1.028 99v 40 0.008 4140 0 53 0.007 4140 0 16 GR8.8 1S 31 0.012 10 990 PBR EA50X50X5 235 1 4220 0 5 1.028 99v 40 0.012 4040 0 53 0.005 4220 0 16 GR8.8 1S 31 0.016 10 991 PBR EA50X50X5 235 1 4060 0 5 1.028 99v 40 0.007 4200 0 53 0.009 4200 0 16 GR8.8 1S 31 0.016 10 993 PBR EA50X50X5 235 1 4300 0 5 1.028 99v 40 0.008 4120 0 53 0.007 4120 0 16 GR8.8 1S 31 0.012 10 994 PBR EA50X50X5 235 1 4140 0 5 1.028 99v 40 0.009 4280 0 53 0.006 4140 0 16 GR8.8 1S 31 0.012 10 996 PBR EA50X50X5 235 1 4040 0 5 1.028 99v 40 0.007 4220 0 53 0.009 4220 0 16 GR8.8 1S 31 0.016 10 997 PBR EA50X50X5 235 1 4300 0 5 0.932 140v 29 0.015 4120 1 53 0.010 4120 1 16 GR8.8 1S 31 0.017 10 998 PBR EA50X50X5 235 1 4060 0 5 0.932 140v 29 0.013 4200 1 53 0.013 4200 1 16 GR8.8 1S 31 0.021 10 999 PBR EA50X50X5 235 1 4140 1 5 0.932 140v 29 0.018 4280 0 53 0.008 4140 1 16 GR8.8 1S 31 0.017 10 1000 PBR EA50X50X5 235 1 4220 1 5 0.932 140v 29 0.023 4040 0 53 0.007 4220 1 16 GR8.8 1S 31 0.021 10 1001- 1002 PBR EA63X63X5 235 1 4260 1 5 1.087 139x 28 0.028 4120 1 72 0.012 4120 1 16 GR8.8 1S 31 0.028 10 1003- 1004 PBR EA63X63X5 235 1 4180 1 5 1.087 139x 28 0.034 4200 1 72 0.015 4200 1 16 GR8.8 1S 31 0.035 10 1005- 1006 PBR EA63X63X5 235 1 4180 1 5 1.087 139x 28 0.034 4180 1 72 0.013 4180 1 16 GR8.8 1S 31 0.031 10 1007- 1008 PBR EA63X63X5 235 1 4220 1 5 1.087 139x 28 0.041 4140 1 72 0.011 4220 1 16 GR8.8 1S 31 0.037

11 1101- 1104 LEG EA125X125X12 345 8 4140 543 2 0.900 55v 670 0.810 4280 391 645 0.606 4140 543 24 GR8.8 2S 1325 0.410 11 1141- 1144 LEG EA125X125X12 345 8 4220 616 2 0.900 55v 670 0.920 4040 315 645 0.488 4220 616 24 GR8.8 2S 1325 0.465 11 1181- 1184 LEG EA125X125X12 345 8 4300 418 2 0.900 55v 670 0.625 4120 516 645 0.799 4120 516 24 GR8.8 2S 1325 0.389 11 1221- 1224 LEG EA125X125X12 345 8 4060 343 2 0.900 55v 670 0.511 4200 589 645 0.913 4200 589 24 GR8.8 2S 1325 0.445 11 1107- 1110 BRC EA80X80X7 235 2 4220 50 4 0.960 143y 74 0.674 4120 37 133 0.275 4220 50 16 GR8.8 1S 88 0.567 11 1111- 1114 BRC EA80X80X7 235 2 4140 46 4 0.960 143y 74 0.626 4240 44 133 0.328 4140 46 16 GR8.8 1S 88 0.526 11 1147- 1150 BRC EA80X80X7 235 2 4020 40 4 0.960 143y 74 0.539 4160 60 133 0.453 4160 60 16 GR8.8 1S 88 0.688 11 1151- 1154 BRC EA80X80X7 235 2 4180 63 4 0.960 143y 74 0.859 4000 38 133 0.282 4180 63 16 GR8.8 1S 88 0.721 11 1187- 1190 BRC EA80X80X7 235 2 4100 42 4 0.960 143y 74 0.564 4200 54 133 0.407 4200 54 16 GR8.8 1S 88 0.619 11 1191- 1194 BRC EA80X80X7 235 2 4260 50 4 0.960 143y 74 0.680 4120 45 133 0.336 4260 50 16 GR8.8 1S 88 0.571 11 1227- 1230 BRC EA80X80X7 235 2 4180 70 4 0.960 143y 74 0.951 4280 34 133 0.257 4180 70 16 GR8.8 1S 88 0.799

6

11 1231- 1234 BRC EA80X80X7 235 2 4020 32 4 0.960 143y 74 0.438 4160 71 133 0.531 4160 71 16 GR8.8 1S 88 0.807 11 1243- 1246 RED EA63X63X5 235 1 4220 10 4 1.039 109x 50 0.207 4220 10 72 0.143 4220 10 16 GR8.8 1S 31 0.328 11 1247- 1250 RED EA63X63X5 235 1 4220 10 4 1.039 109x 50 0.207 4220 10 72 0.143 4220 10 16 GR8.8 1S 31 0.328 11 1251- 1254 RED EA63X63X5 235 1 4300 7 4 1.039 109x 50 0.141 4300 7 72 0.097 4300 7 16 GR8.8 1S 31 0.222 11 1255- 1258 RED EA63X63X5 235 1 4140 9 4 1.039 109x 50 0.183 4140 9 72 0.126 4140 9 16 GR8.8 1S 31 0.289 11 1283 RED EA56X56X5 235 1 4200 1 5 0.937 137v 32 0.032 4200 1 61 0.017 4200 1 16 GR8.8 1S 31 0.033 11 1290 RED EA56X56X5 235 1 4180 2 5 0.937 137v 32 0.054 4180 2 61 0.029 4180 2 16 GR8.8 1S 31 0.056 11 1291 RED EA56X56X5 235 1 4140 1 5 0.937 137v 32 0.030 4140 1 61 0.016 4140 1 16 GR8.8 1S 31 0.031 11 1298 RED EA56X56X5 235 1 4180 2 5 0.937 137v 32 0.049 4180 2 61 0.026 4180 2 16 GR8.8 1S 31 0.051 11 1299 RED EA56X56X5 235 1 4180 2 5 0.937 137v 32 0.047 4180 2 61 0.025 4180 2 16 GR8.8 1S 31 0.049 11 1306 RED EA56X56X5 235 1 4100 1 5 0.937 137v 32 0.032 4100 1 61 0.017 4100 1 16 GR8.8 1S 31 0.033 11 1307 RED EA56X56X5 235 1 4180 1 5 0.937 137v 32 0.042 4180 1 61 0.022 4180 1 16 GR8.8 1S 31 0.043 11 1314 RED EA56X56X5 235 1 4260 1 5 0.937 137v 32 0.039 4260 1 61 0.020 4260 1 16 GR8.8 1S 31 0.040 11 1259 PBR EA50X50X5 235 1 4220 1 5 0.995 110v 37 0.015 4040 0 53 0.006 4220 1 16 GR8.8 1S 31 0.017 11 1261 PBR EA50X50X5 235 1 4140 0 5 0.995 110v 37 0.012 4280 0 53 0.007 4140 0 16 GR8.8 1S 31 0.014 11 1262 PBR EA50X50X5 235 1 4300 0 5 0.995 110v 37 0.010 4120 0 53 0.009 4120 0 16 GR8.8 1S 31 0.014 11 1264 PBR EA50X50X5 235 1 4200 1 5 0.995 110v 37 0.015 4060 0 53 0.006 4200 1 16 GR8.8 1S 31 0.017 11 1265 PBR EA50X50X5 235 1 4060 0 5 0.995 110v 37 0.008 4200 1 53 0.010 4200 1 16 GR8.8 1S 31 0.017 11 1267 PBR EA50X50X5 235 1 4300 0 5 0.995 110v 37 0.010 4120 0 53 0.009 4120 0 16 GR8.8 1S 31 0.014 11 1268 PBR EA50X50X5 235 1 4120 0 5 0.995 110v 37 0.012 4300 0 53 0.007 4120 0 16 GR8.8 1S 31 0.014 11 1270 PBR EA50X50X5 235 1 4060 0 5 0.995 110v 37 0.008 4200 1 53 0.010 4200 1 16 GR8.8 1S 31 0.017 11 1271 PBR EA50X50X5 235 1 4280 0 5 0.908 156v 25 0.012 4140 0 53 0.007 4140 0 16 GR8.8 1S 31 0.011 11 1272 PBR EA50X50X5 235 1 4060 0 5 0.908 156v 25 0.009 4200 0 53 0.008 4200 0 16 GR8.8 1S 31 0.013 11 1273 PBR EA50X50X5 235 1 4140 0 5 0.908 156v 25 0.014 4280 0 53 0.006 4140 0 16 GR8.8 1S 31 0.011 11 1274 PBR EA50X50X5 235 1 4220 0 5 0.908 156v 25 0.017 4040 0 53 0.004 4220 0 16 GR8.8 1S 31 0.013 11 1275- 1276 PBR EA63X63X5 235 1 4180 2 5 1.048 155x 25 0.068 4180 2 72 0.024 4180 2 16 GR8.8 1S 31 0.055 11 1277- 1278 PBR EA63X63X5 235 1 4140 1 5 1.048 155x 25 0.044 4200 2 72 0.025 4200 2 16 GR8.8 1S 31 0.058 11 1279- 1280 PBR EA63X63X5 235 1 4140 2 5 1.048 155x 25 0.062 4280 1 72 0.017 4140 2 16 GR8.8 1S 31 0.050 11 1281- 1282 PBR EA63X63X5 235 1 4220 2 5 1.048 155x 25 0.074 4180 2 72 0.024 4220 2 16 GR8.8 1S 31 0.059 11 1115 RED EA50X50X5 235 1 4140 7 5 0.995 110v 37 0.179 4140 7 53 0.125 4140 7 16 GR8.8 1S 31 0.210 11 1116 RED EA50X50X5 235 1 4140 5 5 0.894 168v 23 0.219 4140 5 53 0.095 4140 5 16 GR8.8 1S 31 0.159 11 1117 RED EA50X50X5 235 1 4140 6 5 0.890 171v 22 0.267 4140 6 53 0.113 4140 6 16 GR8.8 1S 31 0.189 11 1118 RED EA50X50X5 235 1 4140 8 5 0.995 110v 37 0.208 4140 8 53 0.145 4140 8 16 GR8.8 1S 31 0.244 11 1119 RED EA50X50X5 235 1 4220 7 5 0.995 110v 37 0.203 4220 7 53 0.142 4220 7 16 GR8.8 1S 31 0.238 11 1120 RED EA50X50X5 235 1 4220 6 5 0.894 168v 23 0.249 4220 6 53 0.108 4220 6 16 GR8.8 1S 31 0.181 11 1121 RED EA50X50X5 235 1 4220 7 5 0.890 171v 22 0.304 4220 7 53 0.128 4220 7 16 GR8.8 1S 31 0.215 11 1122 RED EA50X50X5 235 1 4220 9 5 0.995 110v 37 0.236 4220 9 53 0.165 4220 9 16 GR8.8 1S 31 0.277 11 1155 RED EA50X50X5 235 1 4220 7 5 0.995 110v 37 0.203 4220 7 53 0.142 4220 7 16 GR8.8 1S 31 0.238 11 1156 RED EA50X50X5 235 1 4220 6 5 0.894 168v 23 0.249 4220 6 53 0.108 4220 6 16 GR8.8 1S 31 0.181 11 1157 RED EA50X50X5 235 1 4220 7 5 0.890 171v 22 0.304 4220 7 53 0.128 4220 7 16 GR8.8 1S 31 0.215 11 1158 RED EA50X50X5 235 1 4220 9 5 0.995 110v 37 0.236 4220 9 53 0.165 4220 9 16 GR8.8 1S 31 0.277 11 1159 RED EA50X50X5 235 1 4300 5 5 0.995 110v 37 0.138 4300 5 53 0.096 4300 5 16 GR8.8 1S 31 0.162 11 1160 RED EA50X50X5 235 1 4300 4 5 0.894 168v 23 0.169 4300 4 53 0.073 4300 4 16 GR8.8 1S 31 0.123 11 1161 RED EA50X50X5 235 1 4300 5 5 0.890 171v 22 0.206 4300 5 53 0.087 4300 5 16 GR8.8 1S 31 0.146 11 1162 RED EA50X50X5 235 1 4300 6 5 0.995 110v 37 0.160 4300 6 53 0.112 4300 6 16 GR8.8 1S 31 0.188 11 1195 RED EA50X50X5 235 1 4300 5 5 0.995 110v 37 0.138 4300 5 53 0.096 4300 5 16 GR8.8 1S 31 0.162 11 1196 RED EA50X50X5 235 1 4300 4 5 0.894 168v 23 0.169 4300 4 53 0.073 4300 4 16 GR8.8 1S 31 0.123 11 1197 RED EA50X50X5 235 1 4300 5 5 0.890 171v 22 0.206 4300 5 53 0.087 4300 5 16 GR8.8 1S 31 0.146 11 1198 RED EA50X50X5 235 1 4300 6 5 0.995 110v 37 0.160 4300 6 53 0.112 4300 6 16 GR8.8 1S 31 0.188 11 1199 RED EA50X50X5 235 1 4060 4 5 0.995 110v 37 0.113 4060 4 53 0.079 4060 4 16 GR8.8 1S 31 0.132 11 1200 RED EA50X50X5 235 1 4060 3 5 0.894 168v 23 0.138 4060 3 53 0.060 4060 3 16 GR8.8 1S 31 0.101 11 1201 RED EA50X50X5 235 1 4060 4 5 0.890 171v 22 0.169 4060 4 53 0.071 4060 4 16 GR8.8 1S 31 0.119 11 1202 RED EA50X50X5 235 1 4060 5 5 0.995 110v 37 0.131 4060 5 53 0.092 4060 5 16 GR8.8 1S 31 0.154 11 1235 RED EA50X50X5 235 1 4060 4 5 0.995 110v 37 0.113 4060 4 53 0.079 4060 4 16 GR8.8 1S 31 0.132 11 1236 RED EA50X50X5 235 1 4060 3 5 0.894 168v 23 0.138 4060 3 53 0.060 4060 3 16 GR8.8 1S 31 0.101 11 1237 RED EA50X50X5 235 1 4060 4 5 0.890 171v 22 0.169 4060 4 53 0.071 4060 4 16 GR8.8 1S 31 0.119 11 1238 RED EA50X50X5 235 1 4060 5 5 0.995 110v 37 0.131 4060 5 53 0.092 4060 5 16 GR8.8 1S 31 0.154 11 1239 RED EA50X50X5 235 1 4140 7 5 0.995 110v 37 0.179 4140 7 53 0.125 4140 7 16 GR8.8 1S 31 0.210

7

11 1240 RED EA50X50X5 235 1 4140 5 5 0.894 168v 23 0.219 4140 5 53 0.095 4140 5 16 GR8.8 1S 31 0.159 11 1241 RED EA50X50X5 235 1 4140 6 5 0.890 171v 22 0.267 4140 6 53 0.113 4140 6 16 GR8.8 1S 31 0.189 11 1242 RED EA50X50X5 235 1 4140 8 5 0.995 110v 37 0.208 4140 8 53 0.145 4140 8 16 GR8.8 1S 31 0.244

12 1401- 1404 LEG EA140X140X12 345 8 4140 665 2 0.900 48v 789 0.843 4280 479 749 0.640 4140 665 24 GR8.8 2S 1325 0.502 12 1441- 1444 LEG EA140X140X12 345 8 4220 757 2 0.900 48v 789 0.959 4040 385 749 0.514 4220 757 24 GR8.8 2S 1325 0.571 12 1481- 1484 LEG EA140X140X12 345 8 4300 514 2 0.900 48v 789 0.651 4120 631 749 0.843 4120 631 24 GR8.8 2S 1325 0.476 12 1521- 1524 LEG EA140X140X12 345 8 4060 420 2 0.900 48v 789 0.532 4200 722 749 0.965 4200 722 24 GR8.8 2S 1325 0.545 12 1407- 1410 BRC EA90X90X6 235 2 4260 48 4 0.975 135y 78 0.620 4120 44 133 0.335 4260 48 16 GR8.8 1S 75 0.640 12 1411- 1414 BRC EA90X90X6 235 2 4140 42 4 0.975 135y 78 0.543 4200 49 133 0.367 4200 49 16 GR8.8 1S 75 0.647 12 1447- 1450 BRC EA90X90X6 235 2 4020 40 4 0.975 135y 78 0.517 4160 66 133 0.498 4160 66 16 GR8.8 1S 75 0.878 12 1451- 1454 BRC EA90X90X6 235 2 4180 66 4 0.975 135y 78 0.852 4000 40 133 0.299 4180 66 16 GR8.8 1S 75 0.880 12 1487- 1490 BRC EA90X90X6 235 2 4140 45 4 0.975 135y 78 0.583 4240 51 133 0.387 4240 51 16 GR8.8 1S 75 0.683 12 1491- 1494 BRC EA90X90X6 235 2 4220 54 4 0.975 135y 78 0.699 4080 42 133 0.318 4220 54 16 GR8.8 1S 75 0.723 12 1527- 1530 BRC EA90X90X6 235 2 4180 74 4 0.975 135y 78 0.954 4000 34 133 0.255 4180 74 16 GR8.8 1S 75 0.985 12 1531- 1534 BRC EA90X90X6 235 2 4020 35 4 0.975 135y 78 0.456 4160 72 133 0.544 4160 72 16 GR8.8 1S 75 0.960 12 1543- 1546 RED EA63X63X5 235 1 4220 13 4 0.997 125x 43 0.290 4220 13 72 0.176 4220 13 16 GR8.8 1S 31 0.402 12 1547- 1550 RED EA63X63X5 235 1 4220 13 4 0.997 125x 43 0.290 4220 13 72 0.176 4220 13 16 GR8.8 1S 31 0.402 12 1551- 1554 RED EA63X63X5 235 1 4300 9 4 0.997 125x 43 0.197 4300 9 72 0.119 4300 9 16 GR8.8 1S 31 0.273 12 1555- 1558 RED EA63X63X5 235 1 4140 11 4 0.997 125x 43 0.255 4140 11 72 0.155 4140 11 16 GR8.8 1S 31 0.354 12 1583 RED EA56X56X5 235 1 4240 1 5 0.907 157v 28 0.036 4240 1 61 0.016 4240 1 16 GR8.8 1S 31 0.032 12 1590 RED EA56X56X5 235 1 4180 2 5 0.907 157v 28 0.067 4180 2 61 0.030 4180 2 16 GR8.8 1S 31 0.059 12 1591 RED EA56X56X5 235 1 4000 1 5 0.907 157v 28 0.031 4000 1 61 0.014 4000 1 16 GR8.8 1S 31 0.028 12 1598 RED EA56X56X5 235 1 4180 2 5 0.907 157v 28 0.060 4180 2 61 0.027 4180 2 16 GR8.8 1S 31 0.053 12 1599 RED EA56X56X5 235 1 4160 2 5 0.907 157v 28 0.058 4160 2 61 0.026 4160 2 16 GR8.8 1S 31 0.052 12 1606 RED EA56X56X5 235 1 4140 1 5 0.907 157v 28 0.041 4140 1 61 0.018 4140 1 16 GR8.8 1S 31 0.036 12 1607 RED EA56X56X5 235 1 4160 1 5 0.907 157v 28 0.051 4160 1 61 0.023 4160 1 16 GR8.8 1S 31 0.045 12 1614 RED EA56X56X5 235 1 4220 1 5 0.907 157v 28 0.049 4220 1 61 0.022 4220 1 16 GR8.8 1S 31 0.043 12 1559 PBR EA50X50X5 235 1 4220 1 5 0.958 126v 32 0.019 4040 0 53 0.006 4220 1 16 GR8.8 1S 31 0.020 12 1561 PBR EA50X50X5 235 1 4140 1 5 0.958 126v 32 0.016 4280 0 53 0.008 4140 1 16 GR8.8 1S 31 0.017 12 1562 PBR EA50X50X5 235 1 4300 0 5 0.958 126v 32 0.013 4120 1 53 0.010 4120 1 16 GR8.8 1S 31 0.017 12 1564 PBR EA50X50X5 235 1 4200 1 5 0.958 126v 32 0.019 4060 0 53 0.006 4200 1 16 GR8.8 1S 31 0.020 12 1565 PBR EA50X50X5 235 1 4060 0 5 0.958 126v 32 0.010 4200 1 53 0.012 4200 1 16 GR8.8 1S 31 0.020 12 1567 PBR EA50X50X5 235 1 4300 0 5 0.958 126v 32 0.013 4120 1 53 0.010 4120 1 16 GR8.8 1S 31 0.017 12 1568 PBR EA50X50X5 235 1 4120 1 5 0.958 126v 32 0.016 4300 0 53 0.008 4120 1 16 GR8.8 1S 31 0.017 12 1570 PBR EA50X50X5 235 1 4060 0 5 0.958 126v 32 0.010 4200 1 53 0.012 4200 1 16 GR8.8 1S 31 0.020 12 1571 PBR EA50X50X5 235 1 4300 0 5 0.883 178v 21 0.016 4120 0 53 0.008 4120 0 16 GR8.8 1S 31 0.014 12 1572 PBR EA50X50X5 235 1 4060 0 5 0.883 178v 21 0.013 4200 0 53 0.009 4200 0 16 GR8.8 1S 31 0.016 12 1573 PBR EA50X50X5 235 1 4140 0 5 0.883 178v 21 0.020 4280 0 53 0.006 4140 0 16 GR8.8 1S 31 0.014 12 1574 PBR EA50X50X5 235 1 4220 0 5 0.883 178v 21 0.024 4040 0 53 0.005 4220 0 16 GR8.8 1S 31 0.016 12 1575- 1576 PBR EA63X63X5 235 1 4300 2 5 1.005 177x 22 0.071 4120 2 72 0.027 4120 2 16 GR8.8 1S 31 0.061 12 1577- 1578 PBR EA63X63X5 235 1 4180 2 5 1.005 177x 22 0.074 4200 2 72 0.031 4200 2 16 GR8.8 1S 31 0.071 12 1579- 1580 PBR EA63X63X5 235 1 4140 2 5 1.005 177x 22 0.091 4180 2 72 0.022 4140 2 16 GR8.8 1S 31 0.062 12 1581- 1582 PBR EA63X63X5 235 1 4220 2 5 1.005 177x 22 0.105 4080 1 72 0.016 4220 2 16 GR8.8 1S 31 0.072 12 1415 RED EA50X50X5 235 1 4140 7 5 0.958 126v 32 0.225 4140 7 53 0.137 4140 7 16 GR8.8 1S 31 0.231 12 1416 RED EA50X50X5 235 1 4140 5 5 0.881 180v 21 0.248 4140 5 53 0.098 4140 5 16 GR8.8 1S 31 0.165 12 1417 RED EA50X50X5 235 1 4140 6 5 0.880 180v 21 0.283 4140 6 53 0.111 4140 6 16 GR8.8 1S 31 0.187 12 1418 RED EA50X50X5 235 1 4140 8 5 0.958 126v 32 0.255 4140 8 53 0.156 4140 8 16 GR8.8 1S 31 0.262 12 1419 RED EA50X50X5 235 1 4220 8 5 0.958 126v 32 0.256 4220 8 53 0.156 4220 8 16 GR8.8 1S 31 0.262 12 1420 RED EA50X50X5 235 1 4220 6 5 0.881 180v 21 0.282 4220 6 53 0.111 4220 6 16 GR8.8 1S 31 0.187 12 1421 RED EA50X50X5 235 1 4220 7 5 0.880 180v 21 0.322 4220 7 53 0.127 4220 7 16 GR8.8 1S 31 0.213 12 1422 RED EA50X50X5 235 1 4220 9 5 0.958 126v 32 0.290 4220 9 53 0.177 4220 9 16 GR8.8 1S 31 0.298 12 1455 RED EA50X50X5 235 1 4220 8 5 0.958 126v 32 0.256 4220 8 53 0.156 4220 8 16 GR8.8 1S 31 0.262 12 1456 RED EA50X50X5 235 1 4220 6 5 0.881 180v 21 0.282 4220 6 53 0.111 4220 6 16 GR8.8 1S 31 0.187 12 1457 RED EA50X50X5 235 1 4220 7 5 0.880 180v 21 0.322 4220 7 53 0.127 4220 7 16 GR8.8 1S 31 0.213 12 1458 RED EA50X50X5 235 1 4220 9 5 0.958 126v 32 0.290 4220 9 53 0.177 4220 9 16 GR8.8 1S 31 0.298 12 1459 RED EA50X50X5 235 1 4300 6 5 0.958 126v 32 0.173 4300 6 53 0.106 4300 6 16 GR8.8 1S 31 0.178 12 1460 RED EA50X50X5 235 1 4300 4 5 0.881 180v 21 0.191 4300 4 53 0.076 4300 4 16 GR8.8 1S 31 0.127

8

12 1461 RED EA50X50X5 235 1 4300 5 5 0.880 180v 21 0.218 4300 5 53 0.086 4300 5 16 GR8.8 1S 31 0.144 12 1462 RED EA50X50X5 235 1 4300 6 5 0.958 126v 32 0.197 4300 6 53 0.120 4300 6 16 GR8.8 1S 31 0.202 12 1495 RED EA50X50X5 235 1 4300 6 5 0.958 126v 32 0.173 4300 6 53 0.106 4300 6 16 GR8.8 1S 31 0.178 12 1496 RED EA50X50X5 235 1 4300 4 5 0.881 180v 21 0.191 4300 4 53 0.076 4300 4 16 GR8.8 1S 31 0.127 12 1497 RED EA50X50X5 235 1 4300 5 5 0.880 180v 21 0.218 4300 5 53 0.086 4300 5 16 GR8.8 1S 31 0.144 12 1498 RED EA50X50X5 235 1 4300 6 5 0.958 126v 32 0.197 4300 6 53 0.120 4300 6 16 GR8.8 1S 31 0.202 12 1499 RED EA50X50X5 235 1 4060 5 5 0.958 126v 32 0.142 4060 5 53 0.086 4060 5 16 GR8.8 1S 31 0.145 12 1500 RED EA50X50X5 235 1 4060 3 5 0.881 180v 21 0.156 4060 3 53 0.062 4060 3 16 GR8.8 1S 31 0.104 12 1501 RED EA50X50X5 235 1 4060 4 5 0.880 180v 21 0.178 4060 4 53 0.070 4060 4 16 GR8.8 1S 31 0.118 12 1502 RED EA50X50X5 235 1 4060 5 5 0.958 126v 32 0.161 4060 5 53 0.098 4060 5 16 GR8.8 1S 31 0.165 12 1535 RED EA50X50X5 235 1 4060 5 5 0.958 126v 32 0.142 4060 5 53 0.086 4060 5 16 GR8.8 1S 31 0.145 12 1536 RED EA50X50X5 235 1 4060 3 5 0.881 180v 21 0.156 4060 3 53 0.062 4060 3 16 GR8.8 1S 31 0.104 12 1537 RED EA50X50X5 235 1 4060 4 5 0.880 180v 21 0.178 4060 4 53 0.070 4060 4 16 GR8.8 1S 31 0.118 12 1538 RED EA50X50X5 235 1 4060 5 5 0.958 126v 32 0.161 4060 5 53 0.098 4060 5 16 GR8.8 1S 31 0.165 12 1539 RED EA50X50X5 235 1 4140 7 5 0.958 126v 32 0.225 4140 7 53 0.137 4140 7 16 GR8.8 1S 31 0.231 12 1540 RED EA50X50X5 235 1 4140 5 5 0.881 180v 21 0.248 4140 5 53 0.098 4140 5 16 GR8.8 1S 31 0.165 12 1541 RED EA50X50X5 235 1 4140 6 5 0.880 180v 21 0.283 4140 6 53 0.111 4140 6 16 GR8.8 1S 31 0.187 12 1542 RED EA50X50X5 235 1 4140 8 5 0.958 126v 32 0.255 4140 8 53 0.156 4140 8 16 GR8.8 1S 31 0.262

13 1701- 1704 LEG EA160X160X14 345 10 4140 773 2 0.900 42v 1093 0.707 4280 554 1026 0.540 4140 773 24 GR8.8 2S 1932 0.400 13 1741- 1744 LEG EA160X160X14 345 10 4220 880 2 0.900 42v 1093 0.805 4040 445 1026 0.433 4220 880 24 GR8.8 2S 1932 0.456 13 1781- 1784 LEG EA160X160X14 345 10 4300 598 2 0.900 42v 1093 0.547 4120 730 1026 0.711 4120 730 24 GR8.8 2S 1932 0.378 13 1821- 1824 LEG EA160X160X14 345 10 4060 488 2 0.900 42v 1093 0.446 4200 837 1026 0.816 4200 837 24 GR8.8 2S 1932 0.433 13 1707- 1710 BRC EA90X90X7 235 2 4220 55 4 0.960 143y 84 0.655 4120 41 154 0.268 4220 55 16 GR8.8 1S 88 0.626 13 1711- 1714 BRC EA90X90X7 235 2 4140 50 4 0.960 143y 84 0.592 4240 50 154 0.325 4240 50 16 GR8.8 1S 88 0.570 13 1747- 1750 BRC EA90X90X7 235 2 4020 43 4 0.960 143y 84 0.508 4160 69 154 0.446 4160 69 16 GR8.8 1S 88 0.783 13 1751- 1754 BRC EA90X90X7 235 2 4180 72 4 0.960 143y 84 0.856 4000 40 154 0.261 4180 72 16 GR8.8 1S 88 0.817 13 1787- 1790 BRC EA90X90X7 235 2 4100 46 4 0.960 143y 84 0.544 4200 57 154 0.371 4200 57 16 GR8.8 1S 88 0.651 13 1791- 1794 BRC EA90X90X7 235 2 4260 55 4 0.960 143y 84 0.659 4120 48 154 0.311 4260 55 16 GR8.8 1S 88 0.629 13 1827- 1830 BRC EA90X90X7 235 2 4180 76 4 0.960 143y 84 0.911 4280 37 154 0.238 4180 76 16 GR8.8 1S 88 0.869 13 1831- 1834 BRC EA90X90X7 235 2 4020 37 4 0.960 143y 84 0.447 4160 76 154 0.494 4160 76 16 GR8.8 1S 88 0.866 13 1843- 1846 RED EA70X70X5 235 1 4220 15 4 0.995 126x 48 0.305 4220 15 82 0.179 4220 15 16 GR8.8 1S 31 0.468 13 1847- 1850 RED EA70X70X5 235 1 4220 15 4 0.995 126x 48 0.305 4220 15 82 0.179 4220 15 16 GR8.8 1S 31 0.468 13 1851- 1854 RED EA70X70X5 235 1 4300 10 4 0.995 126x 48 0.207 4300 10 82 0.121 4300 10 16 GR8.8 1S 31 0.317 13 1855- 1858 RED EA70X70X5 235 1 4140 13 4 0.995 126x 48 0.268 4140 13 82 0.157 4140 13 16 GR8.8 1S 31 0.410 13 1883 RED EA56X56X5 235 1 4200 1 5 0.884 176v 24 0.049 4200 1 61 0.019 4200 1 16 GR8.8 1S 31 0.037 13 1890 RED EA56X56X5 235 1 4180 2 5 0.884 176v 24 0.080 4180 2 61 0.031 4180 2 16 GR8.8 1S 31 0.061 13 1891 RED EA56X56X5 235 1 4120 1 5 0.884 176v 24 0.044 4120 1 61 0.017 4120 1 16 GR8.8 1S 31 0.034 13 1898 RED EA56X56X5 235 1 4180 2 5 0.884 176v 24 0.075 4180 2 61 0.029 4180 2 16 GR8.8 1S 31 0.057 13 1899 RED EA56X56X5 235 1 4180 2 5 0.884 176v 24 0.070 4180 2 61 0.027 4180 2 16 GR8.8 1S 31 0.053 13 1906 RED EA56X56X5 235 1 4100 1 5 0.884 176v 24 0.048 4100 1 61 0.019 4100 1 16 GR8.8 1S 31 0.036 13 1907 RED EA56X56X5 235 1 4180 2 5 0.884 176v 24 0.065 4180 2 61 0.025 4180 2 16 GR8.8 1S 31 0.050 13 1914 RED EA56X56X5 235 1 4260 1 5 0.884 176v 24 0.058 4260 1 61 0.022 4260 1 16 GR8.8 1S 31 0.044 13 1859 PBR EA56X56X5 235 1 4220 1 5 0.961 124v 36 0.017 4040 0 61 0.005 4220 1 16 GR8.8 1S 31 0.019 13 1861 PBR EA56X56X5 235 1 4140 1 5 0.961 124v 36 0.014 4280 0 61 0.007 4140 1 16 GR8.8 1S 31 0.017 13 1862 PBR EA56X56X5 235 1 4300 0 5 0.961 124v 36 0.011 4120 1 61 0.009 4120 1 16 GR8.8 1S 31 0.017 13 1864 PBR EA56X56X5 235 1 4220 1 5 0.961 124v 36 0.017 4040 0 61 0.005 4220 1 16 GR8.8 1S 31 0.019 13 1865 PBR EA56X56X5 235 1 4060 0 5 0.961 124v 36 0.009 4200 1 61 0.010 4200 1 16 GR8.8 1S 31 0.019 13 1867 PBR EA56X56X5 235 1 4300 0 5 0.961 124v 36 0.011 4120 1 61 0.009 4120 1 16 GR8.8 1S 31 0.017 13 1868 PBR EA56X56X5 235 1 4140 1 5 0.961 124v 36 0.014 4280 0 61 0.007 4140 1 16 GR8.8 1S 31 0.017 13 1870 PBR EA56X56X5 235 1 4060 0 5 0.961 124v 36 0.009 4200 1 61 0.010 4200 1 16 GR8.8 1S 31 0.019 13 1871 PBR EA56X56X5 235 1 4300 0 5 0.884 176v 24 0.014 4120 0 61 0.007 4120 0 16 GR8.8 1S 31 0.014 13 1872 PBR EA56X56X5 235 1 4060 0 5 0.884 176v 24 0.011 4200 0 61 0.008 4200 0 16 GR8.8 1S 31 0.016 13 1873 PBR EA56X56X5 235 1 4140 0 5 0.884 176v 24 0.018 4280 0 61 0.005 4140 0 16 GR8.8 1S 31 0.014 13 1874 PBR EA56X56X5 235 1 4220 0 5 0.884 176v 24 0.021 4040 0 61 0.004 4220 0 16 GR8.8 1S 31 0.016 13 1875- 1876 PBR EA70X70X5 235 1 4180 2 5 1.002 178x 24 0.078 4120 2 82 0.023 4120 2 16 GR8.8 1S 31 0.061 13 1877- 1878 PBR EA70X70X5 235 1 4100 1 5 1.002 178x 24 0.052 4200 2 82 0.027 4200 2 16 GR8.8 1S 31 0.070 13 1879- 1880 PBR EA70X70X5 235 1 4140 2 5 1.002 178x 24 0.082 4280 1 82 0.018 4140 2 16 GR8.8 1S 31 0.062

9

13 1881- 1882 PBR EA70X70X5 235 1 4220 2 5 1.002 178x 24 0.095 4180 2 82 0.023 4220 2 16 GR8.8 1S 31 0.072 13 1715 RED EA50X50X5 235 1 4140 8 5 0.930 141v 28 0.278 4140 8 53 0.149 4140 8 16 GR8.8 1S 31 0.251 13 1716 RED EA56X56X5 235 1 4140 5 5 0.892 169v 25 0.213 4140 5 61 0.087 4140 5 16 GR8.8 1S 31 0.170 13 1717 RED EA56X56X5 235 1 4140 6 5 0.894 168v 25 0.218 4140 6 61 0.090 4140 6 16 GR8.8 1S 31 0.177 13 1718 RED EA50X50X5 235 1 4140 8 5 0.930 141v 28 0.293 4140 8 53 0.157 4140 8 16 GR8.8 1S 31 0.264 13 1719 RED EA50X50X5 235 1 4220 9 5 0.930 141v 28 0.317 4220 9 53 0.170 4220 9 16 GR8.8 1S 31 0.286 13 1720 RED EA56X56X5 235 1 4220 6 5 0.892 169v 25 0.242 4220 6 61 0.099 4220 6 16 GR8.8 1S 31 0.194 13 1721 RED EA56X56X5 235 1 4220 6 5 0.894 168v 25 0.248 4220 6 61 0.103 4220 6 16 GR8.8 1S 31 0.202 13 1722 RED EA50X50X5 235 1 4220 9 5 0.930 141v 28 0.334 4220 9 53 0.179 4220 9 16 GR8.8 1S 31 0.300 13 1755 RED EA50X50X5 235 1 4220 9 5 0.930 141v 28 0.317 4220 9 53 0.170 4220 9 16 GR8.8 1S 31 0.286 13 1756 RED EA56X56X5 235 1 4220 6 5 0.892 169v 25 0.242 4220 6 61 0.099 4220 6 16 GR8.8 1S 31 0.194 13 1757 RED EA56X56X5 235 1 4220 6 5 0.894 168v 25 0.248 4220 6 61 0.103 4220 6 16 GR8.8 1S 31 0.202 13 1758 RED EA50X50X5 235 1 4220 9 5 0.930 141v 28 0.334 4220 9 53 0.179 4220 9 16 GR8.8 1S 31 0.300 13 1759 RED EA50X50X5 235 1 4300 6 5 0.930 141v 28 0.215 4300 6 53 0.115 4300 6 16 GR8.8 1S 31 0.194 13 1760 RED EA56X56X5 235 1 4300 4 5 0.892 169v 25 0.164 4300 4 61 0.067 4300 4 16 GR8.8 1S 31 0.132 13 1761 RED EA56X56X5 235 1 4300 4 5 0.894 168v 25 0.168 4300 4 61 0.070 4300 4 16 GR8.8 1S 31 0.137 13 1762 RED EA50X50X5 235 1 4300 6 5 0.930 141v 28 0.226 4300 6 53 0.121 4300 6 16 GR8.8 1S 31 0.204 13 1795 RED EA50X50X5 235 1 4300 6 5 0.930 141v 28 0.215 4300 6 53 0.115 4300 6 16 GR8.8 1S 31 0.194 13 1796 RED EA56X56X5 235 1 4300 4 5 0.892 169v 25 0.164 4300 4 61 0.067 4300 4 16 GR8.8 1S 31 0.132 13 1797 RED EA56X56X5 235 1 4300 4 5 0.894 168v 25 0.168 4300 4 61 0.070 4300 4 16 GR8.8 1S 31 0.137 13 1798 RED EA50X50X5 235 1 4300 6 5 0.930 141v 28 0.226 4300 6 53 0.121 4300 6 16 GR8.8 1S 31 0.204 13 1799 RED EA50X50X5 235 1 4060 5 5 0.930 141v 28 0.175 4060 5 53 0.094 4060 5 16 GR8.8 1S 31 0.158 13 1800 RED EA56X56X5 235 1 4060 3 5 0.892 169v 25 0.134 4060 3 61 0.055 4060 3 16 GR8.8 1S 31 0.107 13 1801 RED EA56X56X5 235 1 4060 3 5 0.894 168v 25 0.137 4060 3 61 0.057 4060 3 16 GR8.8 1S 31 0.112 13 1802 RED EA50X50X5 235 1 4060 5 5 0.930 141v 28 0.185 4060 5 53 0.099 4060 5 16 GR8.8 1S 31 0.166 13 1835 RED EA50X50X5 235 1 4060 5 5 0.930 141v 28 0.175 4060 5 53 0.094 4060 5 16 GR8.8 1S 31 0.158 13 1836 RED EA56X56X5 235 1 4060 3 5 0.892 169v 25 0.134 4060 3 61 0.055 4060 3 16 GR8.8 1S 31 0.107 13 1837 RED EA56X56X5 235 1 4060 3 5 0.894 168v 25 0.137 4060 3 61 0.057 4060 3 16 GR8.8 1S 31 0.112 13 1838 RED EA50X50X5 235 1 4060 5 5 0.930 141v 28 0.185 4060 5 53 0.099 4060 5 16 GR8.8 1S 31 0.166 13 1839 RED EA50X50X5 235 1 4140 8 5 0.930 141v 28 0.278 4140 8 53 0.149 4140 8 16 GR8.8 1S 31 0.251 13 1840 RED EA56X56X5 235 1 4140 5 5 0.892 169v 25 0.213 4140 5 61 0.087 4140 5 16 GR8.8 1S 31 0.170 13 1841 RED EA56X56X5 235 1 4140 6 5 0.894 168v 25 0.218 4140 6 61 0.090 4140 6 16 GR8.8 1S 31 0.177 13 1842 RED EA50X50X5 235 1 4140 8 5 0.930 141v 28 0.293 4140 8 53 0.157 4140 8 16 GR8.8 1S 31 0.264

14 2001- 2004 LEG EA160X160X14 345 10 4140 892 2 0.900 42v 1094 0.815 4280 638 1026 0.622 4140 892 24 GR8.8 2S 1932 0.462 14 2041- 2044 LEG EA160X160X14 345 10 4220 1017 2 0.900 42v 1094 0.930 4040 511 1026 0.498 4220 1017 24 GR8.8 2S 1932 0.527 14 2081- 2084 LEG EA160X160X14 345 10 4300 691 2 0.900 42v 1094 0.632 4120 840 1026 0.818 4120 840 24 GR8.8 2S 1932 0.435 14 2121- 2124 LEG EA160X160X14 345 10 4060 564 2 0.900 42v 1094 0.515 4200 965 1026 0.940 4200 965 24 GR8.8 2S 1932 0.499 14 2007- 2010 BRC EA90X90X8 235 2 4260 54 4 0.945 151y 89 0.604 4120 47 175 0.269 4260 54 20 GR8.8 1S 125 0.429 14 2011- 2014 BRC EA90X90X8 235 2 4140 47 4 0.945 151y 89 0.525 4200 52 175 0.300 4200 52 20 GR8.8 1S 125 0.418 14 2047- 2050 BRC EA90X90X8 235 2 4020 43 4 0.945 151y 89 0.483 4160 72 175 0.414 4160 72 20 GR8.8 1S 125 0.577 14 2051- 2054 BRC EA90X90X8 235 2 4180 73 4 0.945 151y 89 0.825 4000 42 175 0.238 4180 73 20 GR8.8 1S 125 0.586 14 2087- 2090 BRC EA90X90X8 235 2 4140 48 4 0.945 151y 89 0.542 4240 55 175 0.315 4240 55 20 GR8.8 1S 125 0.440 14 2091- 2094 BRC EA90X90X8 235 2 4220 57 4 0.945 151y 89 0.643 4080 45 175 0.258 4220 57 20 GR8.8 1S 125 0.457 14 2127- 2130 BRC EA90X90X8 235 2 4180 79 4 0.945 151y 89 0.888 4000 37 175 0.214 4180 79 20 GR8.8 1S 125 0.631 14 2131- 2134 BRC EA90X90X8 235 2 4020 39 4 0.945 151y 89 0.443 4160 77 175 0.440 4160 77 20 GR8.8 1S 125 0.613 14 2143- 2146 RED EA70X70X5 235 1 4220 17 4 0.966 140x 43 0.396 4220 17 82 0.207 4220 17 16 GR8.8 1S 31 0.541 14 2147- 2150 RED EA70X70X5 235 1 4220 17 4 0.966 140x 43 0.396 4220 17 82 0.207 4220 17 16 GR8.8 1S 31 0.541 14 2151- 2154 RED EA70X70X5 235 1 4300 12 4 0.966 140x 43 0.269 4300 12 82 0.140 4300 12 16 GR8.8 1S 31 0.367 14 2155- 2158 RED EA70X70X5 235 1 4140 15 4 0.966 140x 43 0.347 4140 15 82 0.181 4140 15 16 GR8.8 1S 31 0.474 14 2183 RED EA63X63X5 235 1 4240 1 5 0.887 173v 28 0.042 4240 1 72 0.016 4240 1 16 GR8.8 1S 31 0.037 14 2190 RED EA63X63X5 235 1 4180 2 5 0.887 173v 28 0.072 4180 2 72 0.028 4180 2 16 GR8.8 1S 31 0.063 14 2191 RED EA63X63X5 235 1 4120 1 5 0.887 173v 28 0.035 4120 1 72 0.014 4120 1 16 GR8.8 1S 31 0.031 14 2198 RED EA63X63X5 235 1 4180 2 5 0.887 173v 28 0.065 4180 2 72 0.025 4180 2 16 GR8.8 1S 31 0.057 14 2199 RED EA63X63X5 235 1 4160 2 5 0.887 173v 28 0.062 4160 2 72 0.024 4160 2 16 GR8.8 1S 31 0.055 14 2206 RED EA63X63X5 235 1 4140 1 5 0.887 173v 28 0.044 4140 1 72 0.017 4140 1 16 GR8.8 1S 31 0.038 14 2207 RED EA63X63X5 235 1 4160 2 5 0.887 173v 28 0.059 4160 2 72 0.023 4160 2 16 GR8.8 1S 31 0.052 14 2214 RED EA63X63X5 235 1 4220 1 5 0.887 173v 28 0.052 4220 1 72 0.020 4220 1 16 GR8.8 1S 31 0.046

10

14 2159 PBR EA63X63X5 235 1 4220 1 5 0.965 123v 42 0.012 4040 0 72 0.004 4220 1 16 GR8.8 1S 31 0.016 14 2161 PBR EA63X63X5 235 1 4140 0 5 0.965 123v 42 0.011 4280 0 72 0.005 4140 0 16 GR8.8 1S 31 0.014 14 2162 PBR EA63X63X5 235 1 4300 0 5 0.965 123v 42 0.008 4120 0 72 0.006 4120 0 16 GR8.8 1S 31 0.014 14 2164 PBR EA63X63X5 235 1 4220 1 5 0.965 123v 42 0.012 4040 0 72 0.004 4220 1 16 GR8.8 1S 31 0.016 14 2165 PBR EA63X63X5 235 1 4060 0 5 0.965 123v 42 0.007 4200 1 72 0.007 4200 1 16 GR8.8 1S 31 0.016 14 2167 PBR EA63X63X5 235 1 4300 0 5 0.965 123v 42 0.008 4120 0 72 0.006 4120 0 16 GR8.8 1S 31 0.014 14 2168 PBR EA63X63X5 235 1 4140 0 5 0.965 123v 42 0.011 4280 0 72 0.005 4140 0 16 GR8.8 1S 31 0.014 14 2170 PBR EA63X63X5 235 1 4060 0 5 0.965 123v 42 0.007 4200 1 72 0.007 4200 1 16 GR8.8 1S 31 0.016 14 2171 PBR EA63X63X5 235 1 4280 0 5 0.887 173v 28 0.010 4140 0 72 0.005 4140 0 16 GR8.8 1S 31 0.012 14 2172 PBR EA63X63X5 235 1 4040 0 5 0.887 173v 28 0.008 4220 0 72 0.006 4220 0 16 GR8.8 1S 31 0.014 14 2173 PBR EA63X63X5 235 1 4140 0 5 0.887 173v 28 0.013 4280 0 72 0.004 4140 0 16 GR8.8 1S 31 0.012 14 2174 PBR EA63X63X5 235 1 4220 0 5 0.887 173v 28 0.015 4040 0 72 0.003 4220 0 16 GR8.8 1S 31 0.014 14 2175- 2176 PBR EA80X80X6 235 1 4300 1 5 1.004 177x 33 0.040 4120 2 115 0.014 4120 2 16 GR8.8 1S 38 0.043 14 2177- 2178 PBR EA80X80X6 235 1 4180 2 5 1.004 177x 33 0.054 4200 2 115 0.017 4200 2 16 GR8.8 1S 38 0.051 14 2179- 2180 PBR EA80X80X6 235 1 4180 2 5 1.004 177x 33 0.054 4180 2 115 0.015 4180 2 16 GR8.8 1S 38 0.047 14 2181- 2182 PBR EA80X80X6 235 1 4220 2 5 1.004 177x 33 0.060 4140 1 115 0.010 4220 2 16 GR8.8 1S 38 0.053 14 2015 RED EA50X50X5 235 1 4140 9 5 0.907 157v 25 0.365 4140 9 53 0.172 4140 9 16 GR8.8 1S 31 0.290 14 2016 RED EA56X56X5 235 1 4140 6 5 0.880 180v 23 0.257 4140 6 61 0.096 4140 6 16 GR8.8 1S 31 0.189 14 2017 RED EA56X56X5 235 1 4140 6 5 0.883 177v 24 0.256 4140 6 61 0.099 4140 6 16 GR8.8 1S 31 0.194 14 2018 RED EA50X50X5 235 1 4140 9 5 0.907 157v 25 0.382 4140 9 53 0.180 4140 9 16 GR8.8 1S 31 0.303 14 2019 RED EA50X50X5 235 1 4220 10 5 0.907 157v 25 0.417 4220 10 53 0.197 4220 10 16 GR8.8 1S 31 0.330 14 2020 RED EA56X56X5 235 1 4220 7 5 0.880 180v 23 0.293 4220 7 61 0.110 4220 7 16 GR8.8 1S 31 0.216 14 2021 RED EA56X56X5 235 1 4220 7 5 0.883 177v 24 0.292 4220 7 61 0.113 4220 7 16 GR8.8 1S 31 0.221 14 2022 RED EA50X50X5 235 1 4220 11 5 0.907 157v 25 0.436 4220 11 53 0.206 4220 11 16 GR8.8 1S 31 0.346 14 2055 RED EA50X50X5 235 1 4220 10 5 0.907 157v 25 0.417 4220 10 53 0.197 4220 10 16 GR8.8 1S 31 0.330 14 2056 RED EA56X56X5 235 1 4220 7 5 0.880 180v 23 0.293 4220 7 61 0.110 4220 7 16 GR8.8 1S 31 0.216 14 2057 RED EA56X56X5 235 1 4220 7 5 0.883 177v 24 0.292 4220 7 61 0.113 4220 7 16 GR8.8 1S 31 0.221 14 2058 RED EA50X50X5 235 1 4220 11 5 0.907 157v 25 0.436 4220 11 53 0.206 4220 11 16 GR8.8 1S 31 0.346 14 2059 RED EA50X50X5 235 1 4300 7 5 0.907 157v 25 0.283 4300 7 53 0.133 4300 7 16 GR8.8 1S 31 0.224 14 2060 RED EA56X56X5 235 1 4300 5 5 0.880 180v 23 0.199 4300 5 61 0.075 4300 5 16 GR8.8 1S 31 0.146 14 2061 RED EA56X56X5 235 1 4300 5 5 0.883 177v 24 0.199 4300 5 61 0.076 4300 5 16 GR8.8 1S 31 0.150 14 2062 RED EA50X50X5 235 1 4300 7 5 0.907 157v 25 0.296 4300 7 53 0.140 4300 7 16 GR8.8 1S 31 0.235 14 2095 RED EA50X50X5 235 1 4300 7 5 0.907 157v 25 0.283 4300 7 53 0.133 4300 7 16 GR8.8 1S 31 0.224 14 2096 RED EA56X56X5 235 1 4300 5 5 0.880 180v 23 0.199 4300 5 61 0.075 4300 5 16 GR8.8 1S 31 0.146 14 2097 RED EA56X56X5 235 1 4300 5 5 0.883 177v 24 0.199 4300 5 61 0.076 4300 5 16 GR8.8 1S 31 0.150 14 2098 RED EA50X50X5 235 1 4300 7 5 0.907 157v 25 0.296 4300 7 53 0.140 4300 7 16 GR8.8 1S 31 0.235 14 2099 RED EA50X50X5 235 1 4060 6 5 0.907 157v 25 0.230 4060 6 53 0.109 4060 6 16 GR8.8 1S 31 0.183 14 2100 RED EA56X56X5 235 1 4060 4 5 0.880 180v 23 0.162 4060 4 61 0.061 4060 4 16 GR8.8 1S 31 0.119 14 2101 RED EA56X56X5 235 1 4060 4 5 0.883 177v 24 0.162 4060 4 61 0.062 4060 4 16 GR8.8 1S 31 0.122 14 2102 RED EA50X50X5 235 1 4060 6 5 0.907 157v 25 0.241 4060 6 53 0.114 4060 6 16 GR8.8 1S 31 0.191 14 2135 RED EA50X50X5 235 1 4060 6 5 0.907 157v 25 0.230 4060 6 53 0.109 4060 6 16 GR8.8 1S 31 0.183 14 2136 RED EA56X56X5 235 1 4060 4 5 0.880 180v 23 0.162 4060 4 61 0.061 4060 4 16 GR8.8 1S 31 0.119 14 2137 RED EA56X56X5 235 1 4060 4 5 0.883 177v 24 0.162 4060 4 61 0.062 4060 4 16 GR8.8 1S 31 0.122 14 2138 RED EA50X50X5 235 1 4060 6 5 0.907 157v 25 0.241 4060 6 53 0.114 4060 6 16 GR8.8 1S 31 0.191 14 2139 RED EA50X50X5 235 1 4140 9 5 0.907 157v 25 0.365 4140 9 53 0.172 4140 9 16 GR8.8 1S 31 0.290 14 2140 RED EA56X56X5 235 1 4140 6 5 0.880 180v 23 0.257 4140 6 61 0.096 4140 6 16 GR8.8 1S 31 0.189 14 2141 RED EA56X56X5 235 1 4140 6 5 0.883 177v 24 0.256 4140 6 61 0.099 4140 6 16 GR8.8 1S 31 0.194 14 2142 RED EA50X50X5 235 1 4140 9 5 0.907 157v 25 0.382 4140 9 53 0.180 4140 9 16 GR8.8 1S 31 0.303

15 2301- 2304 LEG EA160X160X16 345 10 4140 1000 2 0.900 42v 1243 0.804 4280 711 1164 0.611 4140 1000 24 GR8.8 2S 2208 0.453 15 2341- 2344 LEG EA160X160X16 345 10 4220 1141 2 0.900 42v 1243 0.918 4040 568 1164 0.488 4220 1141 24 GR8.8 2S 2208 0.517 15 2381- 2384 LEG EA160X160X16 345 10 4300 776 2 0.900 42v 1243 0.624 4120 936 1164 0.804 4120 936 24 GR8.8 2S 2208 0.424 15 2421- 2424 LEG EA160X160X16 345 10 4060 632 2 0.900 42v 1243 0.509 4200 1077 1164 0.925 4200 1077 24 GR8.8 2S 2208 0.488 15 2307- 2310 BRC EA90X90X8 235 2 4220 57 4 0.932 160y 83 0.680 4120 43 175 0.245 4220 57 20 GR8.8 1S 125 0.452 15 2311- 2314 BRC EA90X90X8 235 2 4140 51 4 0.932 160y 83 0.608 4240 52 175 0.297 4240 52 20 GR8.8 1S 125 0.414 15 2347- 2350 BRC EA90X90X8 235 2 4020 43 4 0.932 160y 83 0.520 4160 71 175 0.408 4160 71 20 GR8.8 1S 125 0.568 15 2351- 2354 BRC EA90X90X8 235 2 4180 75 4 0.932 160y 83 0.895 4000 40 175 0.231 4180 75 20 GR8.8 1S 125 0.595 15 2387- 2390 BRC EA90X90X8 235 2 4100 47 4 0.932 160y 83 0.562 4200 57 175 0.328 4200 57 20 GR8.8 1S 125 0.457

11

15 2391- 2394 BRC EA90X90X8 235 2 4260 57 4 0.932 160y 83 0.682 4120 48 175 0.276 4260 57 20 GR8.8 1S 125 0.454 15 2427- 2430 BRC EA90X90X8 235 2 4180 78 4 0.932 160y 83 0.936 4000 38 175 0.216 4180 78 20 GR8.8 1S 125 0.622 15 2431- 2434 BRC EA90X90X8 235 2 4020 39 4 0.932 160y 83 0.473 4160 77 175 0.439 4160 77 20 GR8.8 1S 125 0.612 15 2443- 2446 RED EA75X75X5 235 1 4220 19 4 0.959 143x 45 0.425 4220 19 89 0.212 4220 19 16 GR8.8 1S 31 0.606 15 2447- 2450 RED EA75X75X5 235 1 4220 19 4 0.959 143x 45 0.425 4220 19 89 0.212 4220 19 16 GR8.8 1S 31 0.606 15 2451- 2454 RED EA75X75X5 235 1 4300 13 4 0.959 143x 45 0.289 4300 13 89 0.144 4300 13 16 GR8.8 1S 31 0.411 15 2455- 2458 RED EA75X75X5 235 1 4140 17 4 0.959 143x 45 0.372 4140 17 89 0.186 4140 17 16 GR8.8 1S 31 0.531 15 2483 RED EA70X70X5 235 1 4200 1 5 0.890 171v 31 0.040 4200 1 82 0.015 4200 1 16 GR8.8 1S 31 0.040 15 2490 RED EA70X70X5 235 1 4180 2 5 0.890 171v 31 0.062 4180 2 82 0.024 4180 2 16 GR8.8 1S 31 0.062 15 2491 RED EA70X70X5 235 1 4120 1 5 0.890 171v 31 0.036 4120 1 82 0.014 4120 1 16 GR8.8 1S 31 0.036 15 2498 RED EA70X70X5 235 1 4180 2 5 0.890 171v 31 0.058 4180 2 82 0.022 4180 2 16 GR8.8 1S 31 0.058 15 2499 RED EA70X70X5 235 1 4160 2 5 0.890 171v 31 0.055 4160 2 82 0.021 4160 2 16 GR8.8 1S 31 0.055 15 2506 RED EA70X70X5 235 1 4100 1 5 0.890 171v 31 0.037 4100 1 82 0.014 4100 1 16 GR8.8 1S 31 0.037 15 2507 RED EA70X70X5 235 1 4160 2 5 0.890 171v 31 0.054 4160 2 82 0.021 4160 2 16 GR8.8 1S 31 0.054 15 2514 RED EA70X70X5 235 1 4260 1 5 0.890 171v 31 0.045 4260 1 82 0.017 4260 1 16 GR8.8 1S 31 0.045 15 2459 PBR EA70X70X5 235 1 4220 0 5 0.969 121v 47 0.009 4040 0 82 0.003 4220 0 16 GR8.8 1S 31 0.013 15 2461 PBR EA70X70X5 235 1 4140 0 5 0.969 121v 47 0.007 4280 0 82 0.003 4140 0 16 GR8.8 1S 31 0.011 15 2462 PBR EA70X70X5 235 1 4300 0 5 0.969 121v 47 0.006 4120 0 82 0.004 4120 0 16 GR8.8 1S 31 0.011 15 2464 PBR EA70X70X5 235 1 4220 0 5 0.969 121v 47 0.009 4040 0 82 0.003 4220 0 16 GR8.8 1S 31 0.013 15 2465 PBR EA70X70X5 235 1 4060 0 5 0.969 121v 47 0.005 4200 0 82 0.005 4200 0 16 GR8.8 1S 31 0.013 15 2467 PBR EA70X70X5 235 1 4300 0 5 0.969 121v 47 0.006 4120 0 82 0.004 4120 0 16 GR8.8 1S 31 0.011 15 2468 PBR EA70X70X5 235 1 4140 0 5 0.969 121v 47 0.007 4280 0 82 0.003 4140 0 16 GR8.8 1S 31 0.011 15 2470 PBR EA70X70X5 235 1 4060 0 5 0.969 121v 47 0.005 4200 0 82 0.005 4200 0 16 GR8.8 1S 31 0.013 15 2471 PBR EA70X70X5 235 1 4280 0 5 0.890 171v 31 0.008 4140 0 82 0.004 4140 0 16 GR8.8 1S 31 0.010 15 2472 PBR EA70X70X5 235 1 4060 0 5 0.890 171v 31 0.006 4200 0 82 0.004 4200 0 16 GR8.8 1S 31 0.011 15 2473 PBR EA70X70X5 235 1 4140 0 5 0.890 171v 31 0.010 4280 0 82 0.003 4140 0 16 GR8.8 1S 31 0.010 15 2474 PBR EA70X70X5 235 1 4220 0 5 0.890 171v 31 0.011 4040 0 82 0.002 4220 0 16 GR8.8 1S 31 0.011 15 2475- 2476 PBR EA80X80X7 235 1 4180 2 5 0.981 191x 34 0.056 4180 2 133 0.014 4180 2 16 GR8.8 1S 44 0.044 15 2477- 2478 PBR EA80X80X7 235 1 4140 1 5 0.981 191x 34 0.035 4200 1 133 0.011 4200 1 16 GR8.8 1S 44 0.032 15 2479- 2480 PBR EA80X80X7 235 1 4260 1 5 0.981 191x 34 0.040 4260 1 133 0.010 4260 1 16 GR8.8 1S 44 0.032 15 2481- 2482 PBR EA80X80X7 235 1 4180 2 5 0.981 191x 34 0.056 4180 2 133 0.014 4180 2 16 GR8.8 1S 44 0.044 15 2315 RED EA50X50X5 235 1 4140 10 5 0.889 172v 22 0.462 4140 10 53 0.193 4140 10 16 GR8.8 1S 31 0.324 15 2316 RED EA63X63X5 235 1 4140 6 5 0.891 170v 28 0.227 4140 6 72 0.089 4140 6 16 GR8.8 1S 31 0.205 15 2317 RED EA63X63X5 235 1 4140 7 5 0.896 166v 29 0.224 4140 7 72 0.091 4140 7 16 GR8.8 1S 31 0.208 15 2318 RED EA50X50X5 235 1 4140 11 5 0.889 172v 22 0.483 4140 11 53 0.202 4140 11 16 GR8.8 1S 31 0.339 15 2319 RED EA50X50X5 235 1 4220 12 5 0.889 172v 22 0.527 4220 12 53 0.220 4220 12 16 GR8.8 1S 31 0.370 15 2320 RED EA63X63X5 235 1 4220 7 5 0.891 170v 28 0.260 4220 7 72 0.102 4220 7 16 GR8.8 1S 31 0.234 15 2321 RED EA63X63X5 235 1 4220 7 5 0.896 166v 29 0.255 4220 7 72 0.104 4220 7 16 GR8.8 1S 31 0.238 15 2322 RED EA50X50X5 235 1 4220 12 5 0.889 172v 22 0.551 4220 12 53 0.230 4220 12 16 GR8.8 1S 31 0.387 15 2355 RED EA50X50X5 235 1 4220 12 5 0.889 172v 22 0.527 4220 12 53 0.220 4220 12 16 GR8.8 1S 31 0.370 15 2356 RED EA63X63X5 235 1 4220 7 5 0.891 170v 28 0.260 4220 7 72 0.102 4220 7 16 GR8.8 1S 31 0.234 15 2357 RED EA63X63X5 235 1 4220 7 5 0.896 166v 29 0.255 4220 7 72 0.104 4220 7 16 GR8.8 1S 31 0.238 15 2358 RED EA50X50X5 235 1 4220 12 5 0.889 172v 22 0.551 4220 12 53 0.230 4220 12 16 GR8.8 1S 31 0.387 15 2359 RED EA50X50X5 235 1 4300 8 5 0.889 172v 22 0.358 4300 8 53 0.150 4300 8 16 GR8.8 1S 31 0.251 15 2360 RED EA63X63X5 235 1 4300 5 5 0.891 170v 28 0.176 4300 5 72 0.069 4300 5 16 GR8.8 1S 31 0.159 15 2361 RED EA63X63X5 235 1 4300 5 5 0.896 166v 29 0.173 4300 5 72 0.070 4300 5 16 GR8.8 1S 31 0.161 15 2362 RED EA50X50X5 235 1 4300 8 5 0.889 172v 22 0.375 4300 8 53 0.157 4300 8 16 GR8.8 1S 31 0.263 15 2395 RED EA50X50X5 235 1 4300 8 5 0.889 172v 22 0.358 4300 8 53 0.150 4300 8 16 GR8.8 1S 31 0.251 15 2396 RED EA63X63X5 235 1 4300 5 5 0.891 170v 28 0.176 4300 5 72 0.069 4300 5 16 GR8.8 1S 31 0.159 15 2397 RED EA63X63X5 235 1 4300 5 5 0.896 166v 29 0.173 4300 5 72 0.070 4300 5 16 GR8.8 1S 31 0.161 15 2398 RED EA50X50X5 235 1 4300 8 5 0.889 172v 22 0.375 4300 8 53 0.157 4300 8 16 GR8.8 1S 31 0.263 15 2399 RED EA50X50X5 235 1 4060 6 5 0.889 172v 22 0.291 4060 6 53 0.122 4060 6 16 GR8.8 1S 31 0.205 15 2400 RED EA63X63X5 235 1 4060 4 5 0.891 170v 28 0.144 4060 4 72 0.056 4060 4 16 GR8.8 1S 31 0.129 15 2401 RED EA63X63X5 235 1 4060 4 5 0.896 166v 29 0.141 4060 4 72 0.057 4060 4 16 GR8.8 1S 31 0.131 15 2402 RED EA50X50X5 235 1 4060 7 5 0.889 172v 22 0.305 4060 7 53 0.128 4060 7 16 GR8.8 1S 31 0.214 15 2435 RED EA50X50X5 235 1 4060 6 5 0.889 172v 22 0.291 4060 6 53 0.122 4060 6 16 GR8.8 1S 31 0.205 15 2436 RED EA63X63X5 235 1 4060 4 5 0.891 170v 28 0.144 4060 4 72 0.056 4060 4 16 GR8.8 1S 31 0.129 15 2437 RED EA63X63X5 235 1 4060 4 5 0.896 166v 29 0.141 4060 4 72 0.057 4060 4 16 GR8.8 1S 31 0.131

12

15 2438 RED EA50X50X5 235 1 4060 7 5 0.889 172v 22 0.305 4060 7 53 0.128 4060 7 16 GR8.8 1S 31 0.214 15 2439 RED EA50X50X5 235 1 4140 10 5 0.889 172v 22 0.462 4140 10 53 0.193 4140 10 16 GR8.8 1S 31 0.324 15 2440 RED EA63X63X5 235 1 4140 6 5 0.891 170v 28 0.227 4140 6 72 0.089 4140 6 16 GR8.8 1S 31 0.205 15 2441 RED EA63X63X5 235 1 4140 7 5 0.896 166v 29 0.224 4140 7 72 0.091 4140 7 16 GR8.8 1S 31 0.208 15 2442 RED EA50X50X5 235 1 4140 11 5 0.889 172v 22 0.483 4140 11 53 0.202 4140 11 16 GR8.8 1S 31 0.339

Mass Summary Sect Size fy L (m) M (kg) 1 EA75X75X5 Y 345 20.00 113.82 2 EA90X90X7 Y 345 20.00 191.54 3 EA100X100X10 Y 345 20.07 299.38 4 EA110X110X10 Y 345 20.07 330.89 5 EA110X110X12 Y 345 20.07 393.29 6 EA125X125X12 Y 345 20.07 450.02 7 EA140X140X12 Y 345 20.07 506.74 8 EA160X160X14 Y 345 40.14 1350.05 9 EA160X160X16 Y 345 20.07 766.42 11 EA50X50X5 Y 235 387.08 1458.52 12 EA56X56X5 Y 235 162.43 682.18 14 EA63X63X5 Y 235 222.99 1059.04 15 EA70X70X5 Y 235 206.00 1091.53 16 EA75X75X5 Y 235 71.65 407.79 17 EA75X75X6 Y 235 36.79 249.52 18 EA80X80X6 Y 235 17.26 126.67 19 EA80X80X7 Y 235 71.82 603.85 20 EA90X90X6 Y 235 56.12 466.98 21 EA90X90X7 Y 235 59.59 570.74 22 EA90X90X8 Y 235 130.29 1421.65 -------- 12540.62Mstower V6 Reactions (060619)

50M,180KMPH,16M2 DESIGNED BY DILINA

-- L O A D C A S E S --Case Y/N Title 100 N DEAD LOAD1000 N WIND AT 0.0 TO X AXIS1001 N from Case 1000 - P'aw = Ga.Paw1002 N from Case 1000 - Ptw + Paw + Pcw1020 N WIND AT 45.0 TO X AXIS

13

1021 N from Case 1020 - P'aw = Ga.Paw1022 N from Case 1020 - Ptw + Paw + Pcw1040 N WIND AT 90.0 TO X AXIS1041 N from Case 1040 - P'aw = Ga.Paw1042 N from Case 1040 - Ptw + Paw + Pcw1060 N WIND AT 135.0 TO X AXIS1061 N from Case 1060 - P'aw = Ga.Paw1062 N from Case 1060 - Ptw + Paw + Pcw1080 N WIND AT 180.0 TO X AXIS1081 N from Case 1080 - P'aw = Ga.Paw1082 N from Case 1080 - Ptw + Paw + Pcw1100 N WIND AT 225.0 TO X AXIS1101 N from Case 1100 - P'aw = Ga.Paw1102 N from Case 1100 - Ptw + Paw + Pcw1120 N WIND AT 270.0 TO X AXIS1121 N from Case 1120 - P'aw = Ga.Paw1122 N from Case 1120 - Ptw + Paw + Pcw1140 N WIND AT 315.0 TO X AXIS1141 N from Case 1140 - P'aw = Ga.Paw1142 N from Case 1140 - Ptw + Paw + Pcw3000 Y MAX DL4000 Y MIN DL + WIND AT 0.0 TO X NOICE4020 Y MAX DL + WIND AT 0.0 TO X NOICE4040 Y MIN DL + WIND AT 45.0 TO X NOICE4060 Y MAX DL + WIND AT 45.0 TO X NOICE4080 Y MIN DL + WIND AT 90.0 TO X NOICE4100 Y MAX DL + WIND AT 90.0 TO X NOICE4120 Y MIN DL + WIND AT 135.0 TO X NOICE4140 Y MAX DL + WIND AT 135.0 TO X NOICE4160 Y MIN DL + WIND AT 180.0 TO X NOICE4180 Y MAX DL + WIND AT 180.0 TO X NOICE4200 Y MIN DL + WIND AT 225.0 TO X NOICE4220 Y MAX DL + WIND AT 225.0 TO X NOICE4240 Y MIN DL + WIND AT 270.0 TO X NOICE4260 Y MAX DL + WIND AT 270.0 TO X NOICE4280 Y MIN DL + WIND AT 315.0 TO X NOICE4300 Y MAX DL + WIND AT 315.0 TO X NOICE


Centroid of supports: 0.000 0.000 0.000

14

SUPPORT REACTIONS (Applied to tower) Case Node FX FY FZ MX MY MZ 3000 1405 -3.096 3.079 36.972 0.042 0.042 0.000 1415 -3.123 -3.079 37.133 -0.042 0.042 0.000 1435 3.123 -3.139 37.802 -0.043 -0.043 0.000 1455 3.096 3.139 37.641 0.043 -0.043 0.000 Resultant 0.000 0.000 149.549 1.127 4.695 0.000 at centroid

4000 1405 54.920 -28.473 -430.556 -0.343 0.016 -0.135 1415 53.038 20.735 -362.907 0.328 0.115 0.139 1435 62.836 -31.216 494.648 -0.444 -0.028 0.138 1455 55.808 28.520 426.908 0.382 0.016 -0.136 Resultant 226.603 -10.434 128.093 475.137 6019.834 -35.752 at centroid


4040 1405 17.730 23.048 31.866 -0.257 0.329 -0.210 1415 58.998 57.816 -599.042 0.223 -0.210 0.001 1435 24.282 18.940 32.226 -0.343 0.269 0.211 1455 63.106 64.368 663.135 0.283 -0.296 0.001 Resultant 164.116 164.172 128.185 -4429.072 4431.599 -17.161 at centroid


4080 1405 -34.221 64.934 513.068 -0.096 0.448 -0.180 1415 28.377 59.424 -445.834 -0.168 -0.376 -0.180 1435 -27.126 61.369 -448.976 -0.169 0.394 0.182 1455 31.941 66.520 509.926 -0.095 -0.468 0.182 Resultant -1.029 252.247 128.185 -6732.018 -22.059 -24.784 at centroid


15

4120 1405 -101.349 101.431 1051.867 0.444 0.445 0.000 1415 -36.628 31.429 31.007 -0.520 -0.449 -0.340 1435 -96.103 96.017 -987.774 0.372 0.372 0.000 1455 -31.214 36.675 33.086 -0.447 -0.521 0.340 Resultant -265.295 265.553 128.185 -7166.587 -7151.998 1.181 at centroid


4160 1405 -105.907 46.561 766.092 0.707 -0.108 0.259 1415 -110.919 -60.034 894.456 -0.751 0.063 -0.253 1435 -97.179 44.663 -701.997 0.604 -0.144 -0.255 1455 -109.030 -51.262 -830.363 -0.715 -0.047 0.258 Resultant -423.034 -20.072 128.188 900.968-11207.344 -48.128 at centroid


4200 1405 -41.110 -35.298 34.156 0.585 -0.512 0.393 1415 -117.514 -114.979 1201.687 -0.514 0.487 -0.002 1435 -38.061 -42.909 29.936 0.537 -0.609 -0.396 1455 -109.902 -111.931 -1137.594 -0.416 0.438 -0.001 Resultant -306.587 -305.117 128.185 8196.255 -8225.885 32.025 at centroid


4240 1405 34.753 -72.684 -543.227 0.206 -0.460 0.222 1415 -40.431 -78.122 609.338 0.133 0.532 0.222 1435 38.001 -80.096 607.320 0.133 -0.556 -0.223 1455 -33.019 -74.874 -545.245 0.206 0.482 -0.223 Resultant -0.697 -305.776 128.185 8091.685 -14.167 29.231 at centroid

4260 1405 34.311 -72.244 -537.945 0.212 -0.454 0.222 1415 -40.878 -78.562 614.642 0.127 0.538 0.222

16

1435 38.447 -80.544 612.720 0.127 -0.562 -0.223 1455 -32.577 -74.426 -539.868 0.212 0.476 -0.223 Resultant -0.697 -305.776 149.549 8091.845 -13.496 29.231 at centroid

4280 1405 73.261 -73.411 -750.880 -0.274 -0.275 0.000 1415 23.811 -28.975 31.116 0.340 0.412 0.264 1435 78.792 -78.540 814.973 -0.349 -0.346 0.000 1455 28.941 -23.445 32.976 0.411 0.337 -0.264 Resultant 204.805 -204.371 128.185 5489.743 5502.800 -2.818 at centroid


SUPPORT REACTIONS (Along Leg) Case Memb Fx Fy Fz Mx My Mz 3000 2304 -37.210 0.863 0.850 0.000 -0.042 0.042 2344 -37.371 0.837 0.884 0.000 -0.042 0.042 2384 -38.042 0.840 0.860 0.000 -0.043 0.043 2424 -37.880 0.866 0.826 0.000 -0.043 0.043

4000 2304 434.007 -28.917 -2.527 0.112 0.350 0.025 2344 366.026 1.241 -31.116 -0.112 -0.122 -0.335 2384 -498.508 32.969 1.411 -0.113 -0.451 0.020 2424 -430.429 2.685 30.033 0.111 0.022 0.389

4020 2304 428.692 -28.794 -2.406 0.112 0.344 0.031 2344 360.687 1.360 -30.990 -0.112 -0.128 -0.329 2384 -503.943 33.089 1.534 -0.113 -0.457 0.026 2424 -435.841 2.809 30.151 0.111 0.016 0.395

4040 2304 -32.070 -19.690 21.090 0.174 0.268 0.341 2344 603.892 -21.601 -22.864 0.000 0.211 -0.223 2384 -32.431 22.376 -20.844 -0.174 -0.354 -0.282 2424 -668.393 24.286 23.110 0.000 -0.297 0.282

4060 2304 -37.386 -19.567 21.211 0.174 0.262 0.347 2344 598.554 -21.481 -22.738 0.000 0.205 -0.217 2384 -37.865 22.496 -20.721 -0.174 -0.360 -0.275 2424 -673.805 24.410 23.228 0.000 -0.303 0.288

4080 2304 -517.168 3.180 33.960 0.147 0.105 0.458

17

2344 449.495 -32.499 -1.513 0.147 0.386 0.178 2384 452.667 0.049 -34.256 -0.147 -0.178 -0.404 2424 -513.996 35.728 1.216 -0.147 -0.478 -0.106

4100 2304 -522.484 3.303 34.081 0.147 0.099 0.464 2344 444.156 -32.379 -1.386 0.147 0.380 0.184 2384 447.233 0.169 -34.133 -0.147 -0.184 -0.398 2424 -519.407 35.851 1.334 -0.147 -0.484 -0.100

4120 2304 -1060.243 37.768 37.987 0.000 -0.445 0.444 2344 -31.207 -33.363 34.697 0.281 0.467 0.540 2384 995.742 -36.391 -36.437 0.000 0.373 -0.371 2424 -33.294 34.739 -33.148 -0.281 -0.539 -0.466

4140 2304 -1065.558 37.891 38.108 0.000 -0.451 0.450 2344 -36.546 -33.243 34.824 0.281 0.461 0.546 2384 990.307 -36.271 -36.315 0.000 0.367 -0.365 2424 -38.705 34.863 -33.030 -0.281 -0.545 -0.460

4160 2304 -772.479 59.640 0.403 -0.209 -0.721 -0.123 2344 -901.489 5.926 56.924 0.211 -0.050 0.765 2384 707.977 -54.775 -2.364 0.209 0.618 0.160 2424 836.988 -1.017 -58.894 -0.211 -0.060 -0.730

4180 2304 -777.795 59.763 0.524 -0.209 -0.727 -0.117 2344 -906.828 6.045 57.050 0.211 -0.056 0.771 2384 702.543 -54.655 -2.241 0.209 0.612 0.166 2424 831.577 -0.894 -58.776 -0.211 -0.066 -0.724

4200 2304 -34.382 39.116 -37.288 -0.326 -0.606 -0.535 2344 -1211.305 42.337 45.030 0.000 -0.487 0.513 2384 -30.119 -39.941 41.031 0.326 0.558 0.632 2424 1146.804 -43.163 -41.287 0.000 0.439 -0.416

4220 2304 -39.698 39.239 -37.167 -0.326 -0.612 -0.529 2344 -1216.644 42.457 45.156 0.000 -0.493 0.519 2384 -35.554 -39.821 41.154 0.326 0.552 0.638 2424 1141.393 -43.039 -41.169 0.000 0.433 -0.410

4240 2304 547.716 -1.876 -39.882 -0.181 -0.218 -0.473 2344 -614.255 41.321 3.712 -0.181 -0.544 -0.147 2384 -612.217 1.250 43.426 0.181 0.145 0.568 2424 549.754 -41.946 -0.168 0.181 0.494 0.219

18

4260 2304 542.400 -1.752 -39.761 -0.181 -0.224 -0.467 2344 -619.593 41.440 3.838 -0.181 -0.550 -0.141 2384 -617.651 1.370 43.549 0.181 0.138 0.574 2424 544.342 -41.823 -0.050 0.181 0.488 0.225

4280 2304 756.974 -27.868 -28.119 0.000 0.274 -0.275 2344 -31.314 27.144 -25.640 -0.218 -0.426 -0.355 2384 -821.475 29.530 29.384 0.000 -0.349 0.345 2424 -33.187 -25.483 26.905 0.218 0.351 0.426

4300 2304 751.659 -27.745 -27.998 0.000 0.268 -0.269 2344 -36.653 27.264 -25.514 -0.218 -0.432 -0.349 2384 -826.910 29.650 29.507 0.000 -0.355 0.351 2424 -38.599 -25.359 27.023 0.218 0.345 0.432

19

MSTOWER V6 Member checking to BS8100:Part3:1999 (080909)

Job: 50M,140KMPH Title: 50M,140KMPH DESIGNED BY DILINA Date: 17-OCT-11 06:34:51

-- L O A D C A S E S --Case Y/N Title 100 N DEAD LOAD1000 N WIND AT 0.0 TO X AXIS1001 N from Case 1000 - P'aw = Ga.Paw1002 N from Case 1000 - Ptw + Paw + Pcw1020 N WIND AT 45.0 TO X AXIS1021 N from Case 1020 - P'aw = Ga.Paw1022 N from Case 1020 - Ptw + Paw + Pcw1040 N WIND AT 90.0 TO X AXIS1041 N from Case 1040 - P'aw = Ga.Paw1042 N from Case 1040 - Ptw + Paw + Pcw1060 N WIND AT 135.0 TO X AXIS1061 N from Case 1060 - P'aw = Ga.Paw1062 N from Case 1060 - Ptw + Paw + Pcw1080 N WIND AT 180.0 TO X AXIS1081 N from Case 1080 - P'aw = Ga.Paw1082 N from Case 1080 - Ptw + Paw + Pcw1100 N WIND AT 225.0 TO X AXIS1101 N from Case 1100 - P'aw = Ga.Paw1102 N from Case 1100 - Ptw + Paw + Pcw1120 N WIND AT 270.0 TO X AXIS1121 N from Case 1120 - P'aw = Ga.Paw1122 N from Case 1120 - Ptw + Paw + Pcw1140 N WIND AT 315.0 TO X AXIS1141 N from Case 1140 - P'aw = Ga.Paw1142 N from Case 1140 - Ptw + Paw + Pcw3000 Y MAX DL4000 Y MIN DL + WIND AT 0.0 TO X NOICE4020 Y MAX DL + WIND AT 0.0 TO X NOICE4040 Y MIN DL + WIND AT 45.0 TO X NOICE4060 Y MAX DL + WIND AT 45.0 TO X NOICE4080 Y MIN DL + WIND AT 90.0 TO X NOICE4100 Y MAX DL + WIND AT 90.0 TO X NOICE4120 Y MIN DL + WIND AT 135.0 TO X NOICE4140 Y MAX DL + WIND AT 135.0 TO X NOICE4160 Y MIN DL + WIND AT 180.0 TO X NOICE4180 Y MAX DL + WIND AT 180.0 TO X NOICE4200 Y MIN DL + WIND AT 225.0 TO X NOICE4220 Y MAX DL + WIND AT 225.0 TO X NOICE4240 Y MIN DL + WIND AT 270.0 TO X NOICE4260 Y MAX DL + WIND AT 270.0 TO X NOICE4280 Y MIN DL + WIND AT 315.0 TO X NOICE4300 Y MAX DL + WIND AT 315.0 TO X NOICE


Report Units: Dims., lengths, areas ... mm, mm2 Forces ..................... kN

1

Stresses ..............N/mm2 (MPa)

Partial safety factor on strength: Members: 1.20 Bolts: 1.20

Symbols: fy = yield stress nb = no. bolts in end connection. P = design force. C = continuity classification: 2 - continuous both ends, symmetric 3 - continuous both ends, unsymmetric 4 - continuous one end 5 - discontinuous K = effective length factor, Table 2 and 3. N = design capacity. * = Load/Capacity > 1.0 # = Exceeds code slenderness limits.

Mstower V6 Reactions (060619)

50M,140KMPH DESIGNED BY DILINA

-- L O A D C A S E S --Case Y/N Title 100 N DEAD LOAD1000 N WIND AT 0.0 TO X AXIS1001 N from Case 1000 - P'aw = Ga.Paw1002 N from Case 1000 - Ptw + Paw + Pcw1020 N WIND AT 45.0 TO X AXIS1021 N from Case 1020 - P'aw = Ga.Paw1022 N from Case 1020 - Ptw + Paw + Pcw1040 N WIND AT 90.0 TO X AXIS1041 N from Case 1040 - P'aw = Ga.Paw1042 N from Case 1040 - Ptw + Paw + Pcw1060 N WIND AT 135.0 TO X AXIS1061 N from Case 1060 - P'aw = Ga.Paw1062 N from Case 1060 - Ptw + Paw + Pcw1080 N WIND AT 180.0 TO X AXIS1081 N from Case 1080 - P'aw = Ga.Paw1082 N from Case 1080 - Ptw + Paw + Pcw1100 N WIND AT 225.0 TO X AXIS1101 N from Case 1100 - P'aw = Ga.Paw1102 N from Case 1100 - Ptw + Paw + Pcw1120 N WIND AT 270.0 TO X AXIS1121 N from Case 1120 - P'aw = Ga.Paw1122 N from Case 1120 - Ptw + Paw + Pcw1140 N WIND AT 315.0 TO X AXIS1141 N from Case 1140 - P'aw = Ga.Paw1142 N from Case 1140 - Ptw + Paw + Pcw3000 Y MAX DL4000 Y MIN DL + WIND AT 0.0 TO X NOICE4020 Y MAX DL + WIND AT 0.0 TO X NOICE4040 Y MIN DL + WIND AT 45.0 TO X NOICE

2

4060 Y MAX DL + WIND AT 45.0 TO X NOICE4080 Y MIN DL + WIND AT 90.0 TO X NOICE4100 Y MAX DL + WIND AT 90.0 TO X NOICE4120 Y MIN DL + WIND AT 135.0 TO X NOICE4140 Y MAX DL + WIND AT 135.0 TO X NOICE4160 Y MIN DL + WIND AT 180.0 TO X NOICE4180 Y MAX DL + WIND AT 180.0 TO X NOICE4200 Y MIN DL + WIND AT 225.0 TO X NOICE4220 Y MAX DL + WIND AT 225.0 TO X NOICE4240 Y MIN DL + WIND AT 270.0 TO X NOICE4260 Y MAX DL + WIND AT 270.0 TO X NOICE4280 Y MIN DL + WIND AT 315.0 TO X NOICE4300 Y MAX DL + WIND AT 315.0 TO X NOICE









3










4280 1405 73.261 -73.411 -750.880 -0.274 -0.275 0.000 1415 23.811 -28.975 31.116 0.340 0.412 0.264 1435 78.792 -78.540 814.973 -0.349 -0.346 0.000 1455 28.941 -23.445 32.976 0.411 0.337 -0.264

4

Resultant 204.805 -204.371 128.185 5489.743 5502.800 -2.818 at centroid



4000 2304 434.007 -28.917 -2.527 0.112 0.350 0.025 2344 366.026 1.241 -31.116 -0.112 -0.122 -0.335 2384 -498.508 32.969 1.411 -0.113 -0.451 0.020 2424 -430.429 2.685 30.033 0.111 0.022 0.389

4020 2304 428.692 -28.794 -2.406 0.112 0.344 0.031 2344 360.687 1.360 -30.990 -0.112 -0.128 -0.329 2384 -503.943 33.089 1.534 -0.113 -0.457 0.026 2424 -435.841 2.809 30.151 0.111 0.016 0.395

4040 2304 -32.070 -19.690 21.090 0.174 0.268 0.341 2344 603.892 -21.601 -22.864 0.000 0.211 -0.223 2384 -32.431 22.376 -20.844 -0.174 -0.354 -0.282 2424 -668.393 24.286 23.110 0.000 -0.297 0.282

4060 2304 -37.386 -19.567 21.211 0.174 0.262 0.347 2344 598.554 -21.481 -22.738 0.000 0.205 -0.217 2384 -37.865 22.496 -20.721 -0.174 -0.360 -0.275 2424 -673.805 24.410 23.228 0.000 -0.303 0.288

4080 2304 -517.168 3.180 33.960 0.147 0.105 0.458 2344 449.495 -32.499 -1.513 0.147 0.386 0.178 2384 452.667 0.049 -34.256 -0.147 -0.178 -0.404 2424 -513.996 35.728 1.216 -0.147 -0.478 -0.106

4100 2304 -522.484 3.303 34.081 0.147 0.099 0.464 2344 444.156 -32.379 -1.386 0.147 0.380 0.184 2384 447.233 0.169 -34.133 -0.147 -0.184 -0.398 2424 -519.407 35.851 1.334 -0.147 -0.484 -0.100

4120 2304 -1060.243 37.768 37.987 0.000 -0.445 0.444 2344 -31.207 -33.363 34.697 0.281 0.467 0.540 2384 995.742 -36.391 -36.437 0.000 0.373 -0.371 2424 -33.294 34.739 -33.148 -0.281 -0.539 -0.466

4140 2304 -1065.558 37.891 38.108 0.000 -0.451 0.450 2344 -36.546 -33.243 34.824 0.281 0.461 0.546 2384 990.307 -36.271 -36.315 0.000 0.367 -0.365 2424 -38.705 34.863 -33.030 -0.281 -0.545 -0.460

4160 2304 -772.479 59.640 0.403 -0.209 -0.721 -0.123 2344 -901.489 5.926 56.924 0.211 -0.050 0.765 2384 707.977 -54.775 -2.364 0.209 0.618 0.160

5

2424 836.988 -1.017 -58.894 -0.211 -0.060 -0.730

4180 2304 -777.795 59.763 0.524 -0.209 -0.727 -0.117 2344 -906.828 6.045 57.050 0.211 -0.056 0.771 2384 702.543 -54.655 -2.241 0.209 0.612 0.166 2424 831.577 -0.894 -58.776 -0.211 -0.066 -0.724

4200 2304 -34.382 39.116 -37.288 -0.326 -0.606 -0.535 2344 -1211.305 42.337 45.030 0.000 -0.487 0.513 2384 -30.119 -39.941 41.031 0.326 0.558 0.632 2424 1146.804 -43.163 -41.287 0.000 0.439 -0.416

4220 2304 -39.698 39.239 -37.167 -0.326 -0.612 -0.529 2344 -1216.644 42.457 45.156 0.000 -0.493 0.519 2384 -35.554 -39.821 41.154 0.326 0.552 0.638 2424 1141.393 -43.039 -41.169 0.000 0.433 -0.410

4240 2304 547.716 -1.876 -39.882 -0.181 -0.218 -0.473 2344 -614.255 41.321 3.712 -0.181 -0.544 -0.147 2384 -612.217 1.250 43.426 0.181 0.145 0.568 2424 549.754 -41.946 -0.168 0.181 0.494 0.219

4260 2304 542.400 -1.752 -39.761 -0.181 -0.224 -0.467 2344 -619.593 41.440 3.838 -0.181 -0.550 -0.141 2384 -617.651 1.370 43.549 0.181 0.138 0.574 2424 544.342 -41.823 -0.050 0.181 0.488 0.225

4280 2304 756.974 -27.868 -28.119 0.000 0.274 -0.275 2344 -31.314 27.144 -25.640 -0.218 -0.426 -0.355 2384 -821.475 29.530 29.384 0.000 -0.349 0.345 2424 -33.187 -25.483 26.905 0.218 0.351 0.426

4300 2304 751.659 -27.745 -27.998 0.000 0.268 -0.269 2344 -36.653 27.264 -25.514 -0.218 -0.432 -0.349 2384 -826.910 29.650 29.507 0.000 -0.355 0.351 2424 -38.599 -25.359 27.023 0.218 0.345 0.432

Mstower V6 Reactions (060619)


-- L O A D C A S E S --Case Y/N Title 100 N DEAD LOAD1000 N WIND AT 0.0 TO X AXIS1001 N from Case 1000 - P'aw = Ga.Paw1002 N from Case 1000 - Ptw + Paw + Pcw1020 N WIND AT 45.0 TO X AXIS1021 N from Case 1020 - P'aw = Ga.Paw1022 N from Case 1020 - Ptw + Paw + Pcw1040 N WIND AT 90.0 TO X AXIS1041 N from Case 1040 - P'aw = Ga.Paw1042 N from Case 1040 - Ptw + Paw + Pcw1060 N WIND AT 135.0 TO X AXIS

6

1061 N from Case 1060 - P'aw = Ga.Paw1062 N from Case 1060 - Ptw + Paw + Pcw1080 N WIND AT 180.0 TO X AXIS1081 N from Case 1080 - P'aw = Ga.Paw1082 N from Case 1080 - Ptw + Paw + Pcw1100 N WIND AT 225.0 TO X AXIS1101 N from Case 1100 - P'aw = Ga.Paw1102 N from Case 1100 - Ptw + Paw + Pcw1120 N WIND AT 270.0 TO X AXIS1121 N from Case 1120 - P'aw = Ga.Paw1122 N from Case 1120 - Ptw + Paw + Pcw1140 N WIND AT 315.0 TO X AXIS1141 N from Case 1140 - P'aw = Ga.Paw1142 N from Case 1140 - Ptw + Paw + Pcw3000 Y DL4000 Y DL + WIND AT 0.0 TO X NOICE4040 Y DL + WIND AT 45.0 TO X NOICE4080 Y DL + WIND AT 90.0 TO X NOICE4120 Y DL + WIND AT 135.0 TO X NOICE4160 Y DL + WIND AT 180.0 TO X NOICE4200 Y DL + WIND AT 225.0 TO X NOICE4240 Y DL + WIND AT 270.0 TO X NOICE4280 Y DL + WIND AT 315.0 TO X NOICE




4000 1405 31.889 -15.893 -244.491 -0.189 0.028 -0.081 1415 30.739 11.211 -203.488 0.180 0.088 0.084 1435 39.376 -20.250 315.705 -0.287 -0.036 0.083 1455 35.112 18.619 274.646 0.250 -0.009 -0.082 Resultant 137.116 -6.314 142.372 287.992 3644.611 -21.633 at centroid



4120 1405 -62.668 62.711 652.516 0.287 0.288 0.000 1415 -23.518 17.682 34.868 -0.333 -0.254 -0.206

7

1435 -56.797 56.738 -581.302 0.207 0.206 0.000 1455 -17.545 23.553 36.346 -0.252 -0.334 0.206 Resultant -160.529 160.685 142.428 -4335.980 -4325.605 0.714 at centroid

4160 1405 -65.426 29.509 479.595 0.446 -0.047 0.157 1415 -68.471 -37.662 557.337 -0.473 0.056 -0.153 1435 -57.448 25.664 -408.379 0.347 -0.106 -0.154 1455 -64.631 -29.657 -486.123 -0.414 -0.047 0.156 Resultant -255.976 -12.146 142.429 545.660 -6779.477 -29.122 at centroid





4000 2304 246.477 -17.123 -1.160 0.068 0.194 0.033 2344 205.271 1.114 -18.445 -0.067 -0.092 -0.185 2384 -318.145 20.314 1.227 -0.068 -0.292 0.031 2424 -276.880 2.000 18.531 0.067 -0.005 0.254

4040 2304 -35.544 -11.540 13.130 0.105 0.144 0.224 2344 349.204 -12.708 -13.452 0.000 0.109 -0.116 2384 -36.123 13.904 -12.240 -0.105 -0.233 -0.152 2424 -420.871 15.071 14.342 0.000 -0.198 0.189

4080 2304 -329.075 2.299 20.918 0.089 0.045 0.295 2344 255.778 -19.302 -0.532 0.089 0.215 0.126 2384 257.407 0.394 -20.355 -0.089 -0.126 -0.226 2424 -327.446 21.994 1.094 -0.089 -0.308 -0.045

4120 2304 -657.687 23.227 23.354 0.000 -0.288 0.287 2344 -35.092 -19.825 21.379 0.170 0.264 0.345 2384 586.019 -21.656 -21.675 0.000 0.207 -0.206 2424 -36.576 21.396 -19.699 -0.170 -0.345 -0.264

4160 2304 -483.563 36.462 0.612 -0.127 -0.454 -0.056 2344 -561.696 3.949 34.828 0.128 -0.049 0.481 2384 411.894 -32.780 -1.057 0.127 0.355 0.115

8

2424 490.028 -0.240 -35.278 -0.128 -0.055 -0.423

4200 2304 -36.943 24.043 -22.194 -0.197 -0.385 -0.305 2344 -749.164 25.981 27.631 0.000 -0.313 0.329 2384 -34.725 -23.804 25.201 0.197 0.319 0.401 2424 677.497 -25.742 -24.624 0.000 0.247 -0.233

4240 2304 315.281 -0.761 -23.764 -0.109 -0.150 -0.268 2344 -387.892 25.366 2.629 -0.109 -0.348 -0.070 2384 -386.949 1.121 26.650 0.109 0.069 0.362 2424 316.224 -25.006 0.257 0.109 0.280 0.151

4280 2304 441.903 -16.488 -16.646 0.000 0.148 -0.148 2344 -35.157 16.788 -15.131 -0.132 -0.276 -0.197 2384 -513.571 18.233 18.153 0.000 -0.230 0.228 2424 -36.511 -15.044 16.638 0.132 0.194 0.276

Mstower V6 Ancillary Rotations(060619)


ANCILLARY ROTATIONS

-- L O A D C A S E S --Case Y/N Title 100 N DEAD LOAD1000 N WIND AT 0.0 TO X AXIS1001 N from Case 1000 - P'aw = Ga.Paw1002 N from Case 1000 - Ptw + Paw + Pcw1020 N WIND AT 45.0 TO X AXIS1021 N from Case 1020 - P'aw = Ga.Paw1022 N from Case 1020 - Ptw + Paw + Pcw1040 N WIND AT 90.0 TO X AXIS1041 N from Case 1040 - P'aw = Ga.Paw1042 N from Case 1040 - Ptw + Paw + Pcw1060 N WIND AT 135.0 TO X AXIS1061 N from Case 1060 - P'aw = Ga.Paw1062 N from Case 1060 - Ptw + Paw + Pcw1080 N WIND AT 180.0 TO X AXIS1081 N from Case 1080 - P'aw = Ga.Paw1082 N from Case 1080 - Ptw + Paw + Pcw1100 N WIND AT 225.0 TO X AXIS1101 N from Case 1100 - P'aw = Ga.Paw1102 N from Case 1100 - Ptw + Paw + Pcw1120 N WIND AT 270.0 TO X AXIS1121 N from Case 1120 - P'aw = Ga.Paw1122 N from Case 1120 - Ptw + Paw + Pcw1140 N WIND AT 315.0 TO X AXIS1141 N from Case 1140 - P'aw = Ga.Paw1142 N from Case 1140 - Ptw + Paw + Pcw3000 Y DL4000 Y DL + WIND AT 0.0 TO X NOICE4040 Y DL + WIND AT 45.0 TO X NOICE4080 Y DL + WIND AT 90.0 TO X NOICE4120 Y DL + WIND AT 135.0 TO X NOICE

9

4160 Y DL + WIND AT 180.0 TO X NOICE4200 Y DL + WIND AT 225.0 TO X NOICE4240 Y DL + WIND AT 270.0 TO X NOICE4280 Y DL + WIND AT 315.0 TO X NOICE


ENVELOPE OF TOWER ROTATIONS (Degrees about global axes, 3 node plane) Pt Height LC X-Rot LC Y_Rot LC Z-Rot 1 50.00 4200 0.1532 4160 0.1997 4160 0.0223 2 47.50 4200 0.1520 4160 0.1986 4160 0.0216 3 45.00 4200 0.1486 4160 0.1949 4160 0.0196 4 42.50 4200 0.1427 4160 0.1880 4160 0.0173 5 40.00 4200 0.1333 4160 0.1764 4160 0.0148 6 37.50 4200 0.1250 4160 0.1661 4160 0.0124 7 35.00 4200 0.1152 4160 0.1534 4160 0.0101 8 32.50 4200 0.1061 4160 0.1415 4160 0.0081 9 30.00 4200 0.0949 4160 0.1270 4160 0.0065 10 27.50 4200 0.0863 4160 0.1157 4160 0.0051 11 25.00 4200 0.0755 4160 0.1014 4160 0.0041 12 20.00 4200 0.0573 4160 0.0774 4160 0.0026 13 15.00 4200 0.0399 4160 0.0541 4160 0.0016 14 10.00 4200 0.0268 4160 0.0364 4160 0.0009 15 5.00 4200 0.0122 4160 0.0166 4160 0.0004

ENVELOPE OF TOWER ROTATIONS (Degrees about global axes,leg chords) Pt Height LC X-Rot LC Y_Rot LC Z-Rot 1 50.00 4200 0.1545 4160 0.2010 4160 0.0223 2 47.50 4200 0.1538 4160 0.2007 4160 0.0216 3 45.00 4200 0.1528 4160 0.1998 4160 0.0196 4 42.50 4200 0.1484 4160 0.1953 4160 0.0173 5 40.00 4200 0.1403 4160 0.1849 4160 0.0148 6 37.50 4200 0.1306 4160 0.1739 4160 0.0124 7 35.00 4200 0.1212 4160 0.1612 4160 0.0101 8 32.50 4200 0.1125 4160 0.1498 4160 0.0081 9 30.00 4200 0.1020 4160 0.1364 4160 0.0065 10 27.50 4200 0.0926 4160 0.1243 4160 0.0051 11 25.00 4200 0.0824 4160 0.1110 4160 0.0041 12 20.00 4200 0.0586 4160 0.0797 4160 0.0026 13 15.00 4200 0.0423 4160 0.0579 4160 0.0016 14 10.00 4200 0.0301 4160 0.0413 4160 0.0009 15 5.00 4160 0.0254 4160 0.0205 4160 0.0004

ROTATIONS OF ANCILLARY AXES (Degrees) Ancillary Height Bearing Case Rot-x Rot-y Rot-z SLTS1 44.500 0.000 3000 0.0009 0.0006 0.0000 4000 0.1062 0.0161 0.0160 4040 0.0816 0.0803 0.0067 4080 0.0007 0.1212 0.0089 4120 0.1294 0.1300 0.0049 4160 0.1949 0.0299 0.0196 4200 0.1474 0.1486 0.0126 4240 0.0007 0.1444 0.0108 4280 0.1001 0.0997 0.0042 SLTS2 44.500 120.000 3000 0.0000 0.0011 0.0000 4000 0.0392 0.1000 0.0160 4040 0.1103 0.0305 0.0067

10

4080 0.1053 0.0600 0.0089 4120 0.0479 0.1771 0.0049 4160 0.1234 0.1538 0.0196 4200 0.2024 0.0534 0.0126 4240 0.1247 0.0728 0.0108 4280 0.0363 0.1365 0.0042 SLTS3 44.500 240.000 3000 0.0009 0.0005 0.0000 4000 0.0670 0.0839 0.0160 4040 0.0287 0.1108 0.0067 4080 0.1046 0.0612 0.0089 4120 0.1773 0.0471 0.0049 4160 0.0715 0.1837 0.0196 4200 0.0550 0.2019 0.0126 4240 0.1254 0.0716 0.0108 4280 0.1364 0.0368 0.0042 MOBS1 41.000 0.000 3000 0.0007 0.0004 0.0000 4000 0.0991 0.0142 0.0130 4040 0.0757 0.0747 0.0053 4080 0.0005 0.1126 0.0071 4120 0.1204 0.1209 0.0035 4160 0.1822 0.0266 0.0164 4200 0.1371 0.1380 0.0099 4240 0.0006 0.1341 0.0085 4280 0.0929 0.0926 0.0031 MOBS2 41.000 120.000 3000 0.0000 0.0008 0.0000 4000 0.0372 0.0929 0.0130 4040 0.1025 0.0282 0.0053 4080 0.0978 0.0559 0.0071 4120 0.0445 0.1647 0.0035 4160 0.1141 0.1445 0.0164 4200 0.1881 0.0497 0.0099 4240 0.1158 0.0675 0.0085 4280 0.0337 0.1268 0.0031 MOBS3 41.000 240.000 3000 0.0007 0.0004 0.0000 4000 0.0619 0.0787 0.0130 4040 0.0268 0.1029 0.0053 4080 0.0973 0.0568 0.0071 4120 0.1649 0.0438 0.0035 4160 0.0681 0.1711 0.0164 4200 0.0510 0.1878 0.0099 4240 0.1164 0.0666 0.0085 4280 0.1267 0.0342 0.0031 DLGS1 34.000 0.000 3000 0.0005 0.0002 0.0000 4000 0.0803 0.0100 0.0070 4040 0.0607 0.0602 0.0028 4080 0.0003 0.0907 0.0039 4120 0.0969 0.0974 0.0012 4160 0.1480 0.0189 0.0093 4200 0.1106 0.1111 0.0052 4240 0.0003 0.1081 0.0047 4280 0.0748 0.0744 0.0012 DLGS2 34.000 120.000 3000 0.0001 0.0005 0.0000 4000 0.0314 0.0745 0.0070 4040 0.0825 0.0225 0.0028 4080 0.0787 0.0451 0.0039 4120 0.0359 0.1326 0.0012 4160 0.0904 0.1187 0.0093 4200 0.1515 0.0403 0.0052

11

4240 0.0934 0.0543 0.0047 4280 0.0271 0.1020 0.0012 DLGS3 34.000 240.000 3000 0.0004 0.0003 0.0000 4000 0.0488 0.0645 0.0070 4040 0.0217 0.0827 0.0028 4080 0.0784 0.0456 0.0039 4120 0.1327 0.0352 0.0012 4160 0.0576 0.1376 0.0093 4200 0.0409 0.1513 0.0052 4240 0.0937 0.0538 0.0047 4280 0.1018 0.0275 0.0012 PROS1 50.000 0.000 3000 0.0011 0.0008 0.0000 4000 0.1090 0.0170 0.0186 4040 0.0842 0.0825 0.0079 4080 0.0009 0.1247 0.0104 4120 0.1332 0.1337 0.0061 4160 0.1997 0.0315 0.0223 4200 0.1516 0.1532 0.0148 4240 0.0009 0.1490 0.0126 4280 0.1032 0.1028 0.0050 PROS2 50.000 120.000 3000 0.0001 0.0013 0.0000 4000 0.0398 0.1029 0.0186 4040 0.1135 0.0317 0.0079 4080 0.1084 0.0616 0.0104 4120 0.0492 0.1822 0.0061 4160 0.1271 0.1572 0.0223 4200 0.2085 0.0547 0.0148 4240 0.1286 0.0753 0.0126 4280 0.0375 0.1408 0.0050 PROS3 50.000 240.000 3000 0.0012 0.0006 0.0000 4000 0.0692 0.0859 0.0186 4040 0.0293 0.1141 0.0079 4080 0.1076 0.0631 0.0104 4120 0.1824 0.0485 0.0061 4160 0.0725 0.1887 0.0223 4200 0.0568 0.2079 0.0148 4240 0.1295 0.0737 0.0126 4280 0.1406 0.0380 0.0050 PROS4 47.000 0.000 3000 0.0010 0.0007 0.0000 4000 0.1083 0.0167 0.0179 4040 0.0835 0.0819 0.0076 4080 0.0008 0.1238 0.0100 4120 0.1323 0.1328 0.0058 4160 0.1986 0.0311 0.0216 4200 0.1506 0.1520 0.0142 4240 0.0008 0.1479 0.0121 4280 0.1024 0.1021 0.0048 PROS5 47.000 120.000 3000 0.0001 0.0012 0.0000 4000 0.0397 0.1022 0.0179 4040 0.1127 0.0314 0.0076 4080 0.1077 0.0612 0.0100 4120 0.0489 0.1809 0.0058 4160 0.1262 0.1564 0.0216 4200 0.2069 0.0544 0.0142 4240 0.1276 0.0746 0.0121 4280 0.0372 0.1397 0.0048 PROS6 47.000 240.000 3000 0.0011 0.0005 0.0000 4000 0.0687 0.0855 0.0179

12

4040 0.0292 0.1133 0.0076 4080 0.1069 0.0626 0.0100 4120 0.1811 0.0481 0.0058 4160 0.0724 0.1875 0.0216 4200 0.0564 0.2064 0.0142 4240 0.1285 0.0732 0.0121 4280 0.1396 0.0377 0.0048 PROS41 47.000 0.000 3000 0.0010 0.0007 0.0000 4000 0.1083 0.0167 0.0179 4040 0.0835 0.0819 0.0076 4080 0.0008 0.1238 0.0100 4120 0.1323 0.1328 0.0058 4160 0.1986 0.0311 0.0216 4200 0.1506 0.1520 0.0142 4240 0.0008 0.1479 0.0121 4280 0.1024 0.1021 0.0048 PROS51 47.000 120.000 3000 0.0001 0.0012 0.0000 4000 0.0397 0.1022 0.0179 4040 0.1127 0.0314 0.0076 4080 0.1077 0.0612 0.0100 4120 0.0489 0.1809 0.0058 4160 0.1262 0.1564 0.0216 4200 0.2069 0.0544 0.0142 4240 0.1276 0.0746 0.0121 4280 0.0372 0.1397 0.0048 PROS61 47.000 240.000 3000 0.0011 0.0005 0.0000 4000 0.0687 0.0855 0.0179 4040 0.0292 0.1133 0.0076 4080 0.1069 0.0626 0.0100 4120 0.1811 0.0481 0.0058 4160 0.0724 0.1875 0.0216 4200 0.0564 0.2064 0.0142 4240 0.1285 0.0732 0.0121 4280 0.1396 0.0377 0.0048 PROS7 41.000 0.000 3000 0.0007 0.0004 0.0000 4000 0.0991 0.0142 0.0130 4040 0.0757 0.0747 0.0053 4080 0.0005 0.1126 0.0071 4120 0.1204 0.1209 0.0035 4160 0.1822 0.0266 0.0164 4200 0.1371 0.1380 0.0099 4240 0.0006 0.1341 0.0085 4280 0.0929 0.0926 0.0031 PROS8 41.000 120.000 3000 0.0000 0.0008 0.0000 4000 0.0372 0.0929 0.0130 4040 0.1025 0.0282 0.0053 4080 0.0978 0.0559 0.0071 4120 0.0445 0.1647 0.0035 4160 0.1141 0.1445 0.0164 4200 0.1881 0.0497 0.0099 4240 0.1158 0.0675 0.0085 4280 0.0337 0.1268 0.0031 PROS9 41.000 240.000 3000 0.0007 0.0004 0.0000 4000 0.0619 0.0787 0.0130 4040 0.0268 0.1029 0.0053 4080 0.0973 0.0568 0.0071 4120 0.1649 0.0438 0.0035 4160 0.0681 0.1711 0.0164

13

4200 0.0510 0.1878 0.0099 4240 0.1164 0.0666 0.0085 4280 0.1267 0.0342 0.0031 PROS10 38.000 60.000 3000 0.0004 0.0004 0.0000 4000 0.0554 0.0720 0.0092 4040 0.0245 0.0932 0.0035 4080 0.0883 0.0514 0.0049 4120 0.1496 0.0397 0.0018 4160 0.0635 0.1551 0.0124 4200 0.0460 0.1703 0.0065 4240 0.1054 0.0604 0.0058 4280 0.1147 0.0310 0.0017 PROS11 38.000 180.000 3000 0.0005 0.0002 0.0000 4000 0.0901 0.0120 0.0092 4040 0.0685 0.0678 0.0035 4080 0.0003 0.1021 0.0049 4120 0.1092 0.1097 0.0018 4160 0.1661 0.0226 0.0124 4200 0.1245 0.1250 0.0065 4240 0.0004 0.1215 0.0058 4280 0.0842 0.0838 0.0017 PROS12 38.000 300.000 3000 0.0001 0.0006 0.0000 4000 0.0346 0.0840 0.0092 4040 0.0929 0.0254 0.0035 4080 0.0886 0.0508 0.0049 4120 0.0404 0.1494 0.0018 4160 0.1026 0.1325 0.0124 4200 0.1705 0.0453 0.0065 4240 0.1050 0.0611 0.0058 4280 0.0305 0.1148 0.0017 PROS14 38.000 60.000 3000 0.0004 0.0004 0.0000 4000 0.0554 0.0720 0.0092 4040 0.0245 0.0932 0.0035 4080 0.0883 0.0514 0.0049 4120 0.1496 0.0397 0.0018 4160 0.0635 0.1551 0.0124 4200 0.0460 0.1703 0.0065 4240 0.1054 0.0604 0.0058 4280 0.1147 0.0310 0.0017 PROS15 38.000 180.000 3000 0.0005 0.0002 0.0000 4000 0.0901 0.0120 0.0092 4040 0.0685 0.0678 0.0035 4080 0.0003 0.1021 0.0049 4120 0.1092 0.1097 0.0018 4160 0.1661 0.0226 0.0124 4200 0.1245 0.1250 0.0065 4240 0.0004 0.1215 0.0058 4280 0.0842 0.0838 0.0017 PROS16 38.000 300.000 3000 0.0001 0.0006 0.0000 4000 0.0346 0.0840 0.0092 4040 0.0929 0.0254 0.0035 4080 0.0886 0.0508 0.0049 4120 0.0404 0.1494 0.0018 4160 0.1026 0.1325 0.0124 4200 0.1705 0.0453 0.0065 4240 0.1050 0.0611 0.0058 4280 0.0305 0.1148 0.0017 MOBMW1 37.000 190.000 3000 0.0006 0.0001 0.0000

14

4000 0.0908 0.0038 0.0092 4040 0.0556 0.0787 0.0035 4080 0.0174 0.1006 0.0049 4120 0.1265 0.0890 0.0018 4160 0.1596 0.0511 0.0124 4200 0.1009 0.1447 0.0065 4240 0.0215 0.1196 0.0058 4280 0.0974 0.0679 0.0017 SLTMW1 36.200 30.000 3000 0.0006 0.0001 0.0000 4000 0.0811 0.0337 0.0084 4040 0.0245 0.0897 0.0032 4080 0.0490 0.0856 0.0045 4120 0.1442 0.0390 0.0016 4160 0.1283 0.0988 0.0113 4200 0.0437 0.1647 0.0060 4240 0.0590 0.1015 0.0054 4280 0.1109 0.0295 0.0015 SLTMW2 24.900 280.000 3000 0.0000 0.0004 0.0000 4000 0.0037 0.0552 0.0031 4040 0.0474 0.0335 0.0015 4080 0.0607 0.0106 0.0021 4120 0.0537 0.0762 0.0001 4160 0.0287 0.0979 0.0041 4200 0.0874 0.0610 0.0027 4240 0.0725 0.0130 0.0025 4280 0.0410 0.0589 0.0002 SLTMW3 38.000 10.000 3000 0.0006 0.0001 0.0000 4000 0.0908 0.0038 0.0092 4040 0.0556 0.0787 0.0035 4080 0.0174 0.1006 0.0049 4120 0.1265 0.0890 0.0018 4160 0.1596 0.0511 0.0124 4200 0.1009 0.1447 0.0065 4240 0.0215 0.1196 0.0058 4280 0.0974 0.0679 0.0017 SLTMW4 38.000 10.000 3000 0.0006 0.0001 0.0000 4000 0.0908 0.0038 0.0092 4040 0.0556 0.0787 0.0035 4080 0.0174 0.1006 0.0049 4120 0.1265 0.0890 0.0018 4160 0.1596 0.0511 0.0124 4200 0.1009 0.1447 0.0065 4240 0.0215 0.1196 0.0058 4280 0.0974 0.0679 0.0017 DLGMW1 25.800 290.000 3000 0.0001 0.0004 0.0000 4000 0.0141 0.0578 0.0034 4040 0.0565 0.0267 0.0016 4080 0.0625 0.0225 0.0024 4120 0.0427 0.0909 0.0000 4160 0.0489 0.0983 0.0048 4200 0.1041 0.0483 0.0029 4240 0.0744 0.0273 0.0028 4280 0.0324 0.0701 0.0002

15



ENCLOSURE – F

(Foundation Design-Without Undercut)

Tower foundation Design - Without Undercut Tower Height 50

50 m Self Supporting Standard Tower foundation - Without Undercut Wndshield Area N/A

Wind Speed 180 kmph/ 140 kmph Foundation Type Pad

Ref Description Output Unit

ULTIMATE LOAD PER LEGCompressive force in vertical direction Cul 1245.20 kNUplift force in vertical direction Tul 1176.50 kNtransverse shear in horizontal direction Ht,ul 118.00 kNlongitudinal shear in horizontal direction Ht,ul 118.00 kN

WORKING LOAD PER LEG (Survival 4)Design compressive force in vertical direction C 766.20 kNcal. Uplift force in vertical direction T 695.80 kNMST Transverse shear in horizontal direction Ht 74.80 kNpro. longiutudinal shear in horizontal direction Hl 74.80 kN

FOS 1.50

Genaral Data

Soil Earth- mass re 19.00 kN/m3

Report Submerge rse1 19.00 kN/m3

angle of repose Q 20.30 Degree

Lateral Earth Pressure qe 5.00 kN/m2

Alloable bearing pressure qu 350.00 kN/m2

Friction Angle Q1 15.23

Concrete- mass rc 22.00 kN/m3

Submerge rsc1 22.00 kN/m3

cube strength fcu 25000.00 kN/m2

cofficient of friction with earth (Fric. Angle = 150) Cf 0.27

Steel- yield stress fy 460000.00 kN/m2

modules of elasticity E 2000000.00 kg/cm2

Foundation DataColumn Square size A 0.65 m extended above ground h 0.30 m

Pad- top square size B1 0.65 m bottom square size B 4.50 m thickness of pyramid Dp 0.00 m thickness of Base Dc 0.60 m total thickness of footing Df=Dp+Dc 0.60 mDepth of foundation below the ground D 3.00 m Do=D-Df 2.40 m Ds=D-Dc 2.40 m


Check against uplift rsc 22.00 kN/m3

rse 18.00 kN/m3

volume of column

Extended above ground Vc1=h * A2 0.13 m3

Extended in ground Vc2=Do * A2 1.01 m3

Volume of pad pyramid Vc3=(1/3)*Dp*(B2+B*B1+B12) 0.00 m3

base Vc4=Dc * B2 12.15 m3

Distance of line of earth frustum(t) t=Ds * tan(Q) 0.89 m

volume of earth frustum Ve=Ds*B2 48.60 m3

Resistance Against upliftWeight of concrete Wc=(Vc1+Vc2+Vc3+Vc4)*rsc 292.40 kNweight of earth We=Ve*rse 923.40 kN

We+Wc 1215.80 kN

(We+Wc)/T 1.75


Check Against Lateral Sliding (for Compression Leg)

Pier triangular prism P1= 0.5*(Do/D)*A*qe*Do 3.12 kNPyramid pad soild rectangle P2= (Do/D)*qe*(B+B1)/2*Dp 0.00 kNpyramid pad triangular prism P3=(1/6)*(Dp/D)*qe*Dp*(B1+2*B) 0.00 kNChimney pad solid rectangle p4=(Ds/D)*qe*Dc*B 10.80 kNChimney pad triangular prism P5=0.5*(Dc/D)*qe*Dc*B 1.18 kNFrictional force F=Cf*(Wc+We+C) 547.14 kNTotal sliding force per leg P=P1+P2+P3+P4+P5+F 562.24 kNTotal Horizontal Sliding Force

H = (max of Ht,Hl) 74.80 kNTotal Resisting force Pt = P 562.24 kN Pt / H 7.14

Pt>H OK


Check Against Lateral Sliding ( for Tension Leg)Chap 10 Lateral Earth Pressure ( Reynold Hand Book T16 &T18)

k2 = (1-sinQ1)/(1+sinQ1)= 0.490 qe= re x D /k2 116.33 kN/m2

Pier triangular prism P1= 0.5*(Do/D)*A*qe*Do 72.59 kNPyramid pad soild rectangle P2= (Do/D)*qe*(B+B1)/2*Dp 0.00 kNpyramid pad triangular prism P3=(1/6)*(Dp/D)*qe*Dp*(B1+2*B) 0.00 kNChimney pad solid rectangle P4=(Ds/D)*qe*Dc*B 188.99 kNChimney pad triangular prism P5=0.5*(Dc/D)*qe*Dc*B 5.40 kNFrictional force F=Cf*(Wc+We-T) 330.46 kNTotal sliding force per leg P=P1+P2+P3+P4+P5+F 562.24 kNHorizontal Force

H = (max of Ht,Hl) 74.80 kN P/H 2.17

P>H OK


Ckech Against Overturning (about Point G) rsc 22.00 kN/m3

rse 18.00 kN/m3

Volume of earth

Chimney+triangular prism Ve1= B2*Ds+Ds*B*t-Vc2-Vc3 47.59 m3

Half cone+triangular prism Ve2= (1/6)*pi*Ds*t2+0.5*Ds*t*B 0.00 m3

Distance of forces from toe of padLateral Forcespier trianguler prism y1= 1/3*Do+Df 1.40 mPyramid soild rectangle y2= 1/3*{(B+2*B1)/(B+B1)}Dp+Dc 0.60 mpyramid triangular prism y3= 1/2*Dp*{(B+B1)/(B1+2*B)}+Dc 0.60 mChimney solid rectangle y4= Dc/2 0.30 mChimney triangular prism y5= Dc/3 0.20 m

Vertical Forcesuplift z= B/2-slo*(Do+h) 2.25 mpier extended above ground z1= B/2-slo*(Do+h/2) 2.25 mpier embeded in ground z2= B/2-slo*Do/2 2.25 mearth half cone+triangular prism z3 = B+1/3*t 4.80 m

Resisting momentweight of concrete Mc= (Vc1*z1+Vc2*z2+(Vc3+Vc4)*B/2)*rc 657.89 kNm

weight of earth Me= (Ve1*B/2+Ve2*z3)*re 2034.30 kNmlateral earth pressure Mp= P1*y1+P2*y2+P3*y3+P4*y4+P5*y5 159.40 kNm Mc+Me+Mp 2851.59Overturning Momentuplift Mu= T*z 1565.55 kNmshear in trenseverse direction Mt= Ht*(D+h) 246.84 kNm shear in longitudinal direction Ml= Hl*(D+h) 246.84 kNm

transverse direction (Mc+Me+Mp) > (Mu+Mt) OK 1.573longitudinal direction (Mc+Me+Mp) > (Mu+Ml) OK 1.573


Check Against Bearing

Compression & BendingWeight of concrete foundation Wc= (Vc1+Vc2+Vc3+Vc4)*rc 292.40 kN

Total downward force V= (C+Wc) 1058.60 kN

Over turning momenttransverse direction Mt= (D+h)*Ht 246.84 kNmlongitudinal direction Ml= (D+h)*Hl 246.84 kNm

Eccentricity- transverse direc. et= Mt/V 0.23 m longitudinal direc. el= Ml/V 0.23 m B/6= mPressure under base

vertical load qv= V/B2 52.28 kN/m2

transverse moment qt= 6*Mt/B3 16.25 kN/m2

longitudinal moment ql= 6*Ml/B3 16.25 kN/m2

Gross pressure under base q= qv+qt+ql 84.78 kN/m2

qu > q OK

(FOS for Bearing) 4.13


Maximum pressure above footing

Uplift & Bending

Uplift Force T= 695.80 kNOverturning moment transver. direction M't= (D+h)*Ht 246.84 kNm longitu. direction M'l= (D+h)*Hl 246.84 kNm

Eccentricity et= M't/T 0.35 m el= M'l/T 0.35 m B/6 0.75 mPressure above base

vertical load qv1= T/B2 34.36 kN/m2

transverse moment qt1= 6*M't/B3 16.25 kN/m2

longitudi. moment ql1= 6*M'l/B3 16.25 kN/m2

Pressure above base q1=qv1+qt1+ql1 66.87 kN/m2

qu>q1 OK(FOS for bearing) 5.23


BS 8110 Design of padcase 1: Compression & Bending

Ref. Maximum pressure at highly compressed

page corner p1= f1= qv+qt+ql 84.78 kN/m2

Maximum pressure at opposite edge

to above corner p2= max of (f2,f3,f4) 52.28 kN/m2

Where f2= qv-qt+ql 52.28 kN/m2

f3= qv-qt-ql 19.77 kN/m2

f4= qv+qt-ql 52.28 kN/m2

Maxinmum pressure at face of column

p3= (p1-p2)*(B-(B-B1)/2)/B+p2 70.88 kN/m2

Total force acting at one side of the column F= ((p1+p3)/2*a*(B1+B)/2 385.79 kN

where a= (B-B1)/2 1.93 mCenter if gravity from face of column

cg= a/3*(p3+2*pl)/(p3+p1) 0.99 m Bending moment at face of column

Bs8110 M= F*cg-[((Vc3+Vc4)*rc)/B2]*((B1+B)/2)*a*a/2 319.40 kNm3.4.4.3. Ultimate Design Moment Mu= M*FOS (1.5) 479.11 kNm

bar diameter (d) 16.00 mmcover (cv) 75.00 mmCover to main reinforcement d1= cv+d+d/2 0.10 mEffective Depth d= Df-d1 0.50 m

k'= 0.16

k= Mu/(fcu*B*d2) 0.02 k'>k, compression R/F is not required

z = Min (d*(0.5+sqrt(.25-k/0.9),0.95d) 0.48 m 0.95d= 0.48 m

d*(0.5+sqrt(0.25-k/0.9) 0.49 m

As= Mu/(0.87*fy*z) 2515.32 mm2

As nominal ( 0.13 * B* d /100) 2930.85 mm2

Cl.3.11.3.2 Provided T16-200

As, prov 4423.36 mm2


(3/4)C+(9/4)d = 0.75A+(9/4)d 1614.75 mmIc = B/2 2250.00 mm

Ic > {(3/4)C +(9/4)d}

Hence R/F should be banded

Effective width for compression Bec = B1+2*(Df-d1) 1.65 m

Provide area steel (2930*2/3) mm2 within the range 1652mm

Provided T16-150


Shear - PunchingPressure under base due to external loads

Vertical load qv = (Wc+C)/B2 52.28 kN/m2



Maximum pressure at highly

compppressed edge P11= f1= qv+qt+ql 84.78 kN/m2

f2 = qv-qt+ql 52.28 kN/m2

f3 = qv-qt-ql 19.77 kN/m2

f4 = qv+qt-ql 52.28 kN/m2


P22= Max (f2,f3,f4) 52.28 kN/m2

Distance from face of the column 1.5d= 0.75 mdistance from edge of the pad to distence y' = a - 1.5d 1.17 m

pressure at section xy p4 =( p11-p22)*[(B-y')/B]+p22 76.31 kN/m2

Area outside the perimeter A' = B2-(B-2y')2 15.61 m2

Load at the section V =(p11+p4)*A'/2-(((Vc3+Vc4)*rc)/B2)*A' 1051.54 kN

Ultimate Load Vu = FOS *V FOS = 1.5 1577.32 kNT 3.9 Critical Perimeter b' = 4{1.5*d*2+B1} 8.61 m

Effective depth at this section d4 = Dp*y'/a+Dc-d1 0.50 m

shear stress at this section v = Vu/(b'*d4) 0.37 N/mm2

100*As/(b*d) = 100*As,prov/(b*d4) 0.20

vc = 0.39 N/mm2

vc > v OK


Shear - Beam action

Half distance from face of column s= (B-B1)/4 0.96Distance from face of the column d= 0.50 mDistance from edge of the pad y= a-d 1.42 m

pressure at section p5= (p11-p22)*[(B-y)/B]+p22 74.50 kN/m2

Shear force at critical section

V=( (p5+P11)*y*B/2-(((Vc3+Vc4)*rc)/B2)*y*B 510.33 kN

Ultimate shear force Vu= FOS*V 867.55 kNEffective depth of footing at critical section

d5= Dp*y/a+Dc-d1 0.50 m

shear stress at critical section v= Vu/(B*d5) 384.81 kN/m2

0.38 N/mm2

100*As/(b*d) = 100*As,prov/(B*d5) 0.20

from table 3.9 vc= 0.40 N/mm2

vc>v OK


Shear Stress

Pressure under base due to external loads






T 3.9 f2 = qv-qt+ql 52.28 kN/m2




P22= Max (f2,f3,f4) 52.28 kN/m2

Maximum pressure at face fo column

p33= (p11-p22)*(B-(B-B1)/2)/B+p22 70.88 kN/m2

Total force acting at one side of the column F= ((p11+p33)/2)*a*(B1+B)/2 339.69 kN

Where a = (B-B1)/2 1.93 mUltimate load Vu= FOS * V 577.47 kN

3.4.5.3 FOS = 1.7

Shear stress at this section v = Vu/(Bec*df) 0.58 N/mm2

v < 0.8sqrt(fcu) or 5 N/mm2 which is lesser 4.00 N/mm2

OK

3.8.1.6.1


3.8.1.3 Column Design3.8.5

Effective Length (eq = 30) Le = 2.2*(h+D-Df) C 5.94 m Hl Ht Le/h = Le/A Le/h > 10, Hence slender column

Le =/h < 30 diflection check is not requiredSize of column A = 650.00 mm

Use 20mm bar, 10mm shear Links, 50mm Cover Effective cover d = A-50-10-20/2 580.00 mm d/h = d/A 0.89

Compressive Load Cc = C + Wcol 791.30 kNBending Moment in Transverse direction

Mt = (h+D-Df)*Ht 201.96 kNmBending Moment in longitudinal direction

Ml = (h+D-Df)*Hl 201.96 kNmUltimate Load Nu = Cc*FOS(1.5) 1186.94 kN

eq 34 ULtimate Moment in Transverse direction Mtu = Mt*FOS 302.94 kNm

eq 32 Ultimate Moment in longitudinal direction Mlu = Ml*FOS 302.94 kNm

Ba = 1/(2000)*(Le/h)2 0.043.8.3.6

au = Ba*k*h3.8.4.5 k = 1 au = 0.03 mTa.3.24 Madd = Nu*au 32.22 kNm

Mtu' = Mtu + Madd 335.16 kNmMlu' = Mlu + Madd 335.16 kNm

eq.40 Total Moment M = Mtu' + βMlu' (where h'=b'=d)

N/(bhfuc) = Nu/(A2fuc) 0.11

Table 3.24 β = 0.88 Total Moment M = Mtu' + βMlu' 630.09 kNm

M/bh2 = M/A3 2.29 N/mm2

N/bh = Nu/A2 2.81 N/mm2

Using Chart No.23 100Asc/(bh) = 100 * Asc / A2 1.003.12.7.1

Area of steel Asc = 4225.00 mm2

3.8.4.6 Ues 4 T25 + 8 T20 bars 4476.77 mm2

Link Spacing dt = 12 * bar dia 240.00Used T10 stirrups @ 150mm c/c


Shear in column

Ultimate Design Moment M = 630.09 kNm

Ultimate Design Load Nu = 1186.94 kN

M / Nu 0.53 m

0.75h = 0.49 m

if M/Nu < 0.75h - No check is required

Design shear force F = Sqrt (Ht2 + Hl2) 105.78 kNUltimate shear force Fu = FOS *F 158.67 kN

Shear stress vc = Fu/A2 < 0.8sqrt(fcu) or 5 0.38 N/mm2

0.8sqrt(fcu) 4.00 N/mm2

vc < 0.8 sqrt (fcu), Hence ok OK

Tension ckeck for uplift

Uplift force in vertical directio T 695.80 kN

area of Main steel At 4476.77 mm2

Stress of one bar fy' = 0.87 * fy 400.20 N/mm2

Total force Tf = At * fy 1791.60 kN

Allowable force Tfall= Tf / FOS 1053.88 kN

Tfall<T OK


Check R/F for BendingResultant Horizontal Force acting on the column

H = sqrt (Ht2 + Hl2) 105.78Bending Moment at the Bottom of the Column

M = (h+D-Df) * H 285.61 kNmUltimate Design Moment Mu= M * FOS 485.54 kNmUse 25 mm bar 10mm Shear Limks, 50mm coverEffective Depth d = A-50-10-6 584.00 mm

k' = 0.16

k = Mu / (fcu * b * d2 ) 0.09 k' > k, compression R/F is not required

z= Min {d*(0.5+sqrt(.25-k/0.9),0.95d) 520.18 mm 0.95d = 554.80 mm

d*(0.5+sqrt(0.25-k/0.9) 520.18 mm

As = Mu / (0.87*fy*z) 2332.39 mm2

As nominal (0.13 * b * h/100) 549.25 mm2

As provided 4476.77 mm2

cl. Hence Ok3.12.8.3

Anchorage Length

Design anchorage bond stress fb = Fs / (pi * α * L)

cl. Where fb = Bond stress (fbu = β sqrt(fcu))

3.12.8.4 Fs = Force in the bar 0.25*(max of Ca,Ta)

ψ= Effective Bar Size L = Anchorage Length

fb = Bond stress (fbu = β sqrt(fcu))

= β = 0.5 ( Type 2 from table 3.28)

fb = 2.50 N/mm2

Fs = 87.45 kN

ψ = 25.00 mm

L = Fs / (pi * ψ * fb) 445.38 mm

Provided anchorage length 950.00 mm( 400 + 650 - 75 - 25 = 943mm)



ENCLOSURE – G (Foundation Design-With Undercut)

Tower foundation Design Tower Height 50

50 m Self Supporting Standard Tower foundation - With Undercut Wndshield Area N/A

Wind Speed 180 kmph/ 140 kmph Foundation Type Pad


ULTIMATE LOAD PER LEGCompressive force in vertical direction Cul 1245.20Uplift force in vertical direction Tul 1176.50transverse shear in horizontal direction Ht,ul 118.00longitudinal shear in horizontal direction Ht,ul 118.00

WORKING LOAD PER LEG (Survival 4)Design compressive force in vertical direction C 766.20 kNcal. Uplift force in vertical direction T 695.80 kNMST Transverse shear in horizontal direction Ht 74.80 kNpro. longiutudinal shear in horizontal direction Hl 74.80 kN

FOS 1.70

Genaral Data

Soil Earth- mass re 19.00 kN/m3

Report Submerge rse1 19.00 kN/m3

angle of repose Q 20.30 Degree

Lateral Earth Pressure qe 5.00 kN/m2

Alloable bearing pressure qu 350.00 kN/m2

Friction Angle Q1 15.23

Concrete- mass rc 22.00 kN/m3

Submerge rsc1 22.00 kN/m3

cube strength fcu 25000.00 kN/m2

cofficient if friction with earth (Fric. Angle = 300) Cf 0.27

Steel- yield stress fy 460000.00 kN/m2

modules of elasticity E 2000000.00 kg/cm2

Foundation DataColumn Square size A 0.65 m extended above ground h 0.30 m

Pad- top square size B1 0.65 m bottom square size B 4.00 m thickness of pyramid Dp 0.00 m thickness of Base Dc 0.60 m total thickness of footing Df=Dp+Dc 0.60 mDepth of foundation below the ground D 3.00 m Do=D-Df 2.40 m Ds=D-Dc 2.40 m


Check against uplift rsc 22.00 kN/m3

rse 18.00 kN/m3

volume of column

Extended above ground Vc1=h * A2 0.13 m3

Extended in ground Vc2=Do * A2 1.01 m3

Volume of pad pyramid Vc3=(1/3)*Dp*(B2+B*B1+B12) 0.00 m3

base Vc4=Dc * B2 9.60 m3

Distance of line of earth frustum(t) t=Ds * tan(Q) 0.89 m

volume of earth frustum Ve=Ds*B2+2*B*Ds*t+(pi/3)*Ds*t2-Vc2-Vc3 56.41 m3

Resistance Against upliftWeight of concrete Wc=(Vc1+Vc2+Vc3+Vc4)*rsc 236.30 kNweight of earth We=Ve*rse 1071.84 kN

We+Wc 1308.13 kN

(We+Wc)/T 1.88


Check Against Lateral Sliding (for Compression Leg)

Pier triangular prism P1= 0.5*(Do/D)*A*qe*Do 3.12 kNPyramid pad soild rectangle P2= (Do/D)*qe*(B+B1)/2*Dp 0.00 kNpyramid pad triangular prism P3=(1/6)*(Dp/D)*qe*Dp*(B1+2*B) 0.00 kNChimney pad solid rectangle p4=(Ds/D)*qe*Dc*B 9.60 kNChimney pad triangular prism P5=0.5*(Dc/D)*qe*Dc*B 1.18 kNFrictional force F=Cf*(Wc+We+C) 547.14 kNTotal sliding force per leg P=P1+P2+P3+P4+P5+F 561.04 kNTotal Horizontal Sliding Force

H = (max of Ht,Hl) 74.80 kNTotal Resisting force Pt = P 561.04 kN Pt / H 7.14

Pt>H OK


Check Against Lateral Sliding ( for Tension Leg)Chap 10 Lateral Earth Pressure ( Reynold Hand Book T16 &T18)

k2 = (1-sinQ1)/(1+sinQ1)= 0.490 qe= re x D /k2 116.33 kN/m2

Pier triangular prism P1= 0.5*(Do/D)*A*qe*Do 72.59 kNPyramid pad soild rectangle P2= (Do/D)*qe*(B+B1)/2*Dp 0.00 kNpyramid pad triangular prism P3=(1/6)*(Dp/D)*qe*Dp*(B1+2*B) 0.00 kNChimney pad solid rectangle P4=(Ds/D)*qe*Dc*B 188.99 kNChimney pad triangular prism P5=0.5*(Dc/D)*qe*Dc*B 4.80 kNFrictional force F=Cf*(Wc+We-T) 355.57 kNTotal sliding force per leg P=P1+P2+P3+P4+P5+F 561.04 kNHorizontal Force

H = (max of Ht,Hl) 74.80 kN P/H 2.17

P>H OK


Ckech Against Overturning (about Point G) rsc 22.00 kN/m3

rse 18.00 kN/m3

Volume of earth

Chimney+triangular prism Ve1= B2*Ds+Ds*B*t-Vc2-Vc3 45.91 m3

Half cone+triangular prism Ve2= (1/6)*pi*Ds*t2+0.5*Ds*t*B 5.25 m3

Distance of forces from toe of padLateral Forcespier trianguler prism y1= 1/3*Do+Df 1.40 mPyramid soild rectangle y2= 1/3*{(B+2*B1)/(B+B1)}Dp+Dc 0.60 mpyramid triangular prism y3= 1/2*Dp*{(B+B1)/(B1+2*B)}+Dc 0.60 mChimney solid rectangle y4= Dc/2 0.30 mChimney triangular prism y5= Dc/3 0.20 m

Vertical Forcesuplift z= B/2-slo*(Do+h) 2.00 mpier extended above ground z1= B/2-slo*(Do+h/2) 2.00 mpier embeded in ground z2= B/2-slo*Do/2 2.00 mearth half cone+triangular prism z3 = B+1/3*t 4.30 m

Resisting momentweight of concrete Mc= (Vc1*z1+Vc2*z2+(Vc3+Vc4)*B/2)*rc 472.59 kNm

weight of earth Me= (Ve1*B/2+Ve2*z3)*re 2173.20 kNmlateral earth pressure Mp= P1*y1+P2*y2+P3*y3+P4*y4+P5*y5 159.28 kNm Mc+Me+Mp 2805.07Overturning Momentuplift Mu= T*z 1391.60 kNmshear in trenseverse direction Mt= Ht*(D+h) 246.84 kNm shear in longitudinal direction Ml= Hl*(D+h) 246.84 kNm

transverse direction (Mc+Me+Mp) > (Mu+Mt) OK 1.712longitudinal direction (Mc+Me+Mp) > (Mu+Ml) OK 1.712


Check Against Bearing

Compression & BendingWeight of concrete foundation Wc= (Vc1+Vc2+Vc3+Vc4)*rc 236.30 kN

Total downward force V= (C+Wc) 1002.50 kN

Over turning momenttransverse direction Mt= (D+h)*Ht 246.84 kNmlongitudinal direction Ml= (D+h)*Hl 246.84 kNm

Eccentricity- transverse direc. et= Mt/V 0.25 m longitudinal direc. el= Ml/V 0.25 m B/6= mPressure under base

vertical load qv= V/B2 62.66 kN/m2



Gross pressure under base q= qv+qt+ql 108.94 kN/m2

qu > q OK

(FOS for Bearing) 3.21


Maximum pressure above footing

Uplift & Bending

Uplift Force T= 695.80 kNOverturning moment transver. direction M't= (D+h)*Ht 246.84 kNm longitu. direction M'l= (D+h)*Hl 246.84 kNm

Eccentricity et= M't/T 0.35 m el= M'l/T 0.35 m B/6 0.67 mPressure above base

vertical load qv1= T/B2 43.49 kN/m2

transverse moment qt1= 6*M't/B3 23.14 kN/m2

longitudi. moment ql1= 6*M'l/B3 23.14 kN/m2

Pressure above base q1=qv1+qt1+ql1 89.77 kN/m2

qu>q1 OK(FOS for bearing) 3.90


BS 8110 Design of padcase 1: Compression & Bending

Ref. Maximum pressure at highly compppressed

page corner p1= f1= qv+qt+ql 108.94 kN/m2


to above corner p2= max of (f2,f3,f4) 62.66 kN/m2

Where f2= qv-qt+ql 62.66 kN/m2

f3= qv-qt-ql 16.37 kN/m2

f4= qv+qt-ql 62.66 kN/m2

Maxinmum pressure at face of column

p3= (p1-p2)*(B-(B-B1)/2)/B+p2 89.56 kN/m2

Total force acting at one side of the column F= ((p1+p3)/2*a*(B1+B)/2 386.51 kN

where a= (B-B1)/2 1.68 mCenter if gravity from face of column

cg= a/3*(p3+2*pl)/(p3+p1) 0.86 m Bending moment at face of column

Bs8110 M= F*cg-[((Vc3+Vc4)*rc)/B2]*((B1+B)/2)*a*a/2 291.18 kNm3.4.4.3. Ultimate Design Moment Mu= M*FOS (1.5) 436.78 kNm

bar diameter (d) 16.00 mmcover (cv) 75.00 mmCover to main reinforcement d1= cv+d+d/2 0.10 mEffective Depth d= Df-d1 0.50 m

k'= 0.16

k= Mu/(fcu*B*d2) 0.02 k'>k, compression R/F is not required

z = Min (d*(0.5+sqrt(.25-k/0.9),0.95d) 0.48 m 0.95d= 0.48 m

d*(0.5+sqrt(0.25-k/0.9) 0.49 m

As= Mu/(0.87*fy*z) 2293.09 mm2

As nominal ( 0.13 * B* d /100) 2605.20 mm2

Cl.3.11.3.2 Provided T16-200

As, prov 4021.20 mm2


(3/4)C+(9/4)d = 0.75A+(9/4)d 1614.75 mmIc = B/2 2000.00 mm

Ic > {(3/4)C +(9/4)d}

Hence R/F should be banded

Effective width for compression Bec = B1+2*(Df-d1) 1.65 m

Provide area steel (2605*2/3) mm2 within the range 1900mm

Provided T16-175


Shear - PunchingPressure under base due to external loads






f2 = qv-qt+ql 62.66 kN/m2




P22= Max (f2,f3,f4) 62.66 kN/m2

Distance from face of the column 1.5d= 0.75 mdistance from edge of the pad to distence y' = a - 1.5d 0.92 m

pressure at section xy p4 =( p11-p22)*[(B-y')/B]+p22 98.25 kN/m2

Area outside the perimeter A' = B2-(B-2y')2 11.36 m2

Load at the section V =(p11+p4)*A'/2-(((Vc3+Vc4)*rc)/B2)*A' 1027.31 kN

Ultimate Load Vu = FOS *V FOS = 1.5 1540.97 kNT 3.9 Critical Perimeter b' = 4{1.5*d*2+B1} 8.61 m

Effective depth at this section d4 = Dp*y'/a+Dc-d1 0.50 m

shear stress at this section v = Vu/(b'*d4) 0.36 N/mm2

100*As/(b*d) = 100*As,prov/(b*d4) 0.20

vc = 0.40 N/mm2

vc > v OK


Shear - Beam action

Half distance from face of column s= (B-B1)/4 0.84Distance from face of the column d= 0.50 mDistance from edge of the pad y= a-d 1.17 m

pressure at section p5= (p11-p22)*[(B-y)/B]+p22 95.35 kN/m2

Shear force at critical section

V=( (p5+P11)*y*B/2-(((Vc3+Vc4)*rc)/B2)*y*B 479.68 kN

Ultimate shear force Vu= FOS*V 719.52 kNEffective depth of footing at critical section

d5= Dp*y/a+Dc-d1 0.50 m

shear stress at critical section v= Vu/(B*d5) 359.04 kN/m2

0.36 N/mm2

100*As/(b*d) = 100*As,prov/(B*d5) 0.20

from table 3.9 vc= 0.40 N/mm2

vc>v OK


Shear Stress

Pressure under base due to external loads






T 3.9 f2 = qv-qt+ql 62.66 kN/m2




P22= Max (f2,f3,f4) 62.66 kN/m2

Maximum pressure at face fo column

p33= (p11-p22)*(B-(B-B1)/2)/B+p22 89.56 kN/m2

Total force acting at one side of the column F= ((p11+p33)/2)*a*(B1+B)/2 334.13 kN

Where a = (B-B1)/2 1.68 mUltimate load Vu= FOS * V 568.02 kN

3.4.5.3 FOS = 1.7

Shear stress at this section v = Vu/(Bec*df) 0.57 N/mm2

v < 0.8sqrt(fcu) or 5 N/mm2 which is lesser 4.00 N/mm2

OK

3.8.1.6.1


3.8.1.3 Column Design3.8.5

Effective Length (eq = 30) Le = 2.2*(h+D-Df) C 5.94 m Hl Ht Le/h = Le/A Le/h > 10, Hence slender column

Le =/h < 30 diflection check is not requiredSize of column A = 650.00 mm

Use 20mm bar, 10mm shear Links, 50mm Cover Effective cover d = A-50-10-20/2 580.00 mm d/h = d/A

Compressive Load Cc = C + Wcol 791.30 kNBending Moment in Transverse direction

Mt = (h+D-Df)*Ht 201.96 kNmBending Moment in longitudinal direction

Ml = (h+D-Df)*Hl 201.96 kNmUltimate Load Nu = Cc*FOS(1.5) 1186.94 kN

eq 34 ULtimate Moment in Transverse direction Mtu = Mt*FOS 302.94 kNm

eq 32 Ultimate Moment in longitudinal direction Mlu = Ml*FOS 302.94 kNm

Ba = 1/(2000)*(Le/h)2 0.043.8.3.6

au = Ba*k*h3.8.4.5 k = 1 au = 0.03 mTa.3.24 Madd = Nu*au 32.22 kNm

Mtu' = Mtu + Madd 335.16 kNmMlu' = Mlu + Madd 335.16 kNm

eq.40 Total Moment M = Mtu' + βMlu' (where h'=b'=d)

N/(bhfuc) = Nu/(A2fuc)

Bs8110 β = 0.88part 3 Total Moment M = Mtu' + βMlu' 630.09 kNm

M/bh2 = M/A3 2.29 N/mm2

N/bh = Nu/A2 2.81 N/mm2

Using Chart No.23 100Asc/(bh) = 100 * Asc / A2 1.003.12.7.1

Area if steel Asc = 4225.00 mm2

3.8.4.6 Ues 4 T25 + 8 T20 bars 4476.77 mm2

Link Spacing dt = 12 * bar dia 240.00Used T10 stirrups @ 150mm c/c


Shear in column

Ultimate Design Moment M = 630.09 kNm

Ultimate Design Load Nu = 1186.94 kN

M / Nu 0.53 m

0.75h = 0.49 m

if M/Nu < 0.75h - No check is required

Design shear force F = Sqrt (Ht2 + Hl2) 105.78 kNUltimate shear force Fu = FOS *F 158.67 kN

Shear stress vc = Fu/A2 < 0.8sqrt(fcu) or 5 0.38 N/mm2

0.8sqrt(fcu) 4.00 N/mm2

vc < 0.8 sqrt (fcu), Hence ok OK

Tension ckeck for uplift

Uplift force in vertical directio T 695.80 kN

area of Main steel At 4476.77 mm2

Stress of one bar fy' = 0.87 * fy 400.20 N/mm2

Total force Tf = At * fy 1791.60 kN

Allowable force Tfall= Tf / FOS 1053.88 kN

Tfall<T OKRef Description Output Unit

Check R/F for BendingResultant Horizontal Force acting on the column

H = sqrt (Ht2 + Hl2) 105.78Bending Moment at the Bottom of the Column

M = (h+D-Df) * H 285.61 kNmUltimate Design Moment Mu= M * FOS 485.54 kNmUse 25 mm bar 10mm Shear Limks, 50mm coverEffective Depth d = A-50-10-6 584.00 mm

k' = 0.16

k = Mu / (fcu * b * d2 ) 0.09 k' > k, compression R/F is not required

z= Min {d*(0.5+sqrt(.25-k/0.9),0.95d) 520.18 mm 0.95d = 554.80 mm

d*(0.5+sqrt(0.25-k/0.9) 520.18 mm

As = Mu / (0.87*fy*z) 2332.39 mm2

As nominal (0.13 * b * h/100) 549.25 mm2

As provided 4476.77 mm2

cl. Hence Ok3.12.8.3

Anchorage Length

Design anchorage bond stress fb = Fs / (pi * α * L)

cl. Where fb = Bond stress (fbu = β sqrt(fcu))

3.12.8.4 Fs = Force in the bar 0.25*(max of Ca,Ta)

ψ= Effective Bar Size L = Anchorage Length

fb = Bond stress (fbu = β sqrt(fcu))

= β = 0.5 ( Type 2 from table 3.28)

fb = 2.50 N/mm2

Fs = 87.45 kN

ψ = 25.00 mm

L = Fs / (pi * ψ * fb) 445.38 mm

Provided anchorage length 950.00 mm( 400 + 650 - 75 - 25 = 943mm)

tower design report

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