007123200CN1733003_01_EXCHANGER.pdf

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ctural Calculatior~s

ClVlbl STRUCTURAL. DESIGN CALCULATION

32E -00A AIB, CID. ------

ESSAR OIL REFINERY PROJECT

CCR 30001NHT 3200

ESSAR 015, LIMITED

DESCCilPTlr3N

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TECHNIP KT INDIA LTD. sechnip - Civil 1 Structural Calculations

DESCRIPTION

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TECHNIP KT INDIA LTD. iechnip __I Civil 1 Structural Calculations

'TECHNIP KT INDIA LTD.

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CALCULATION CONTENT

32E-001 A+B, C+D

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TOTAL NUMBER OF SHEETS :

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TECHNlP KT INDIA LTD.

LOADS ON HORIZONTAL VESSEL FOUNDATIONS

Expansion Loads (kN) Operating temperature To = el.mod support material E, Gpa =

Thickness of foundation Tf, m = linear expansion = 0.0012 m/mA1/lOOdeg Width of Foundation Wf,m= If - moment of inertia of support foundation, mA4 Thickness of su~po l t Ts,m= If = 111 2 x TfA3xWf = 0.0576 Width of support Ws,m= Is - moment of inertia of support, mA4 Height of support h,m Is = 1/12xTsA3xWs = 0.0167 Span between supports I,m= Fel - expansion force (Saddle to Saddle distance) Fel =0.0012x1xTo/1 OOxExl OA6x(1 /(hA2x1/2/lf+hA3/3/1s)) =

= 659.905

Combination sf loads (kN)

Ftot,fs = (Fwl or Feh) + Fal+2xFel-Ftot,ss,if Fel>Ffl then use Ffl 131.920 (wind) 239.224 (earthquake)

or(earthquake)

The arms of horizontal forces to top of foundation (m):

For friction load, Ahf = 0

(Fwl,Fal,Fel,Feh)*Ahfil My = 0,5*(Fwc,Fac,Feh)*Ahf

Ffl is acting on top of support

SUPPORT VERTICAL AND HORIZONTAL LOADING

V*- vertical loading for SS or FS **without upliftldownload

7-Friction 8-Anchor load of pipe-long dir 9-Anchor load of pipe-cross dir. 10-expansion load

5-wind in lorig dir. I I -Earthquake uplift+Shear 6-Wind in cross dir 12-Earthquake download + Shear

TECHNIP KT INDIA LTD.

LOADS ON HORIZONTAL VESSEL FOUNDATIONS

Wind loads (kN1

Erection,Empty, Operation. Outside diameter = Fwl - wind in Longitudinal direction. Allow. Facior = FwI = (0.785xDIA2x1 .2x(Allow.fac) + 3.1456xDxLx0.1)xPd

Saddle distance =

Allow. Factor =

Flange rating # = Coefficient k =

Total nozzle size, inch Dn = (with operating temperaturezl00)

Operating temperature T = if operat.temperature < 100 - no anchor loads

Friction Loads (kN1 Friction coefficient fc =

Ffl =fcxSI = 71.400 Operating weight of vessel Wop = 865.45 Ffl,ed = 78.25399 Load on sliding support IWop= Ffl,eu = 64.54526 Operating load on sliding support = 285.599

Operating load with earthq. Downl.= 313.016 Operating load with earthq. Uplift.= 258.181

alpha,v =alpha,hll.6 Fev,c = alpha,v x VJop = 83.083

Feh,c = alpha,hc x Wop = 124.625

LOADS ON HORIZONTAL VESSEL fOUNDATlONS

Expansion Loads (kN) Operating temperature To = el.mod support material E, Gpa =

Thickness of foundation Tf, m = linear expansion = 0.0012 m/mA1/lOOdeg Width of Foundation Wf,m= If - moment of inertia of support foundation, mA5 Thickness of support Ts,m= 1 If = 111 2 x TfA3xWf = 0.0576 Width of support Ws,m=

I Is - moment of inertia of support, mA5 Height of support h,m I Is = I / I ~ x T s ~ ~ x W S = 0.0167 Span between supports I,m=

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Fel - expansion force (Saddle to Saddle distance) Fel =0.0012x1xTo/l OOxExl OA6x(1 /(hA2x1/211f+hA3/311s)) =

= 659.905

Bundle pull loads (kN)

Saddle Dist =

I (Maximum value), (Top Exchanger) I I

I , Load on sliding support /W,emp=

Bpv = 300.1 687 (Down) I 1

i Bpv = 300.1 687 (Up)

1 Bpv = 300.1 69 (Up) Ffl=fcxSI= 40.521 I I

Bpv = 300.1687 (Down) Ffl =fcxSI = 190.6049

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Combination of loads (kN)

134.620 (wind) 241.924 (earthquake)

The arms of horizontal forces to top of foundation (m): Ahf = 4.125

For friction load, Ahf = 0

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+I-P = (Fwl,Fal,Fel,Feh)*Ahf/l My = 0.5*(Fwc,Fac,Feh)*Ahf Ffl is acting on top of support

SUPPORT VERTICAL AND HORIZONTAL LOADING

**without uplift/download V*- vertical loading for SS or FS

7-Friction 8-Anchor load of pipe-long dir 9-Anchor load of pipe-cross dir. 10-expansion load

5-wind in lon$dir. I I-Earthquake uplift+Shear 6-Wind in cross dir 12-Earthquake download + Shear


+/-P = (Fwl,Fal,Fel,Feh)*Ahf/l My = 8.5*(Fwc,Fac,Feh)*Ahf Ffl is acting on top of support

TOTAL SUPPORT VERTICAL AND HORIZONTAL LOADINC

TECHNIP KT INDIA LTD. Civil 1 Structural Calculations

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STAADSPACE START JOB INFORMATION JOB NAME DETAILED ENGG SERVICES FOR REVAMP OF NHT UNlT AND SPLITTER UNlT

JOB CLIENT ESSAR OIL LIMITED

E ENGINEER NAME SMR CHECKER NAME NM ENGINEER DATE 10-Dec-05 CHECKER DATE 10-Dec-05 END JOB INFORMATION INPUT WIDTH 79 UNlT METER KN JOINT COORDINATES I 0 5 0; 2 0.38 5 0; 3 0.8 5 0; 4 1.22 5 0; 5 1.64 5 0; 6 2.06 5 0; 7 2.48 5 0; 82.95 0; 93.3250; 10 3.7450; 11 4.16 50; 124.5850; 13 5 5 0 ; 145.4250; 155.850; 165.81 50; 176.16 50; 186.585 0; 197 50; 20 '7.42 5 0; 21 7.81 5 0; 22 0.8 7.95 0; 23 6.58 7.95 0; 24 5 5.9 0;

MEMBER INCIDENCES 1 1 2 ;223 ;334 ;445 ;556 ;667 ;778 ;889 ;9910 ;101011 ; 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 16 17; 16 17 18; 17 18 19; 18 1920; 19 20 21; 20 3 22; 21 23 25; 22 25 18; 23 24 13; 24 24 25; DEFINE MATERIAL START ISOTROPIC CONCRETE E 2.21467e+007 POISSON 0.17

ALPHA 1 e-005

ISOTROPIC STEEL E 2.09042e+008

DENSITY 78.3341

TECHNIP KT INDIA LTD. Civil 1 Structural Calculations TECHNIP KT INDIA LTD.

MATERIAL CONCRETE MEMB 1 TO 24

3 TO 13 18 19 FlXED BUT MY MZ KFX 51 397.1 KFY 102794 KFZ 51397.1 2 14 20 FlXED BUT MY MZ KFX 48949.6 KFY 97899.2 KFZ 48949.6 1 15 FlXED BUT MY MZ KFX 24474.8 KFY 48949.6 KFZ 24474.8 17 FlXED BUT MY MZ KFX 471 14 KFY 94228 KFZ 471 14 16 FlXED BUT MY MZ KFX 23557 KFY 471 14 KFZ 23557 21 FlXED BUT MY MZ KFX 23862.9 KFY 47725.9 KFZ 23862.9 LOAD 1 LOADTYPE Dead TlTLE SELF WEIGHT SELFWEIGHT Y -1 LOAD 2 LOADTYPE Soil TlTLE OVER LAID SOll- MEMBER LOAD 1 TO 19 UNI GY -80 LOAD 3 LOADTYPE Dead TlTLE EMPTY +WIND (LONG)

22 FX 17.32 FY -445.754 23 FX 17.32 FY -955.006 LOAD 4 LOADTYPE Dead TITLE OPER +WIND (LONG)

22 FX -142.799 FY -512.896 23 FX 283.84 FY -1216 LOAD 5 LOADTYPE Dead TlTLE TEST+50% WIND (LONG)

22 FX 16.808 FY -604.894 23 FX 16.808 FY -1276.63 LOAD 6 LOADTYPE Dead TlTLE OPER +EQ,UPLIFT (LONG)

FX -129.091 FY -349.994 FX 478.449 FY -1 21 3.4 AD 7 LOADTYPE Dead TlTLE OPER +EQ,DOWNLOAD (LONG)

FX -1 56.508 FY -472.72 FX 478.449 FY -1423.01 " AD 8 LOADTYPE Dead TlTLE ERECTION+WIND (LONG)

FX 17.32 FY -445.754 FX 17.32 FY -955.006 AD 9 LOADTYPE Dead TlTLE OPERATING + EXP (LONG)

FX -142.799 FY -529.392 FX 229.199 FY -1 199.51 AD 10 LOADTYPE Dead TlTLE EMPTY+ BUNDLE PULL (LONG)

FX -40.521 FY -191

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TECHNIP KT INDIA LTD. Civil 1 Structural Calculations TECHNIP KT INDIA LTD.

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22 FX 190.605 FY -298.1 11 23 FX -229.995 FY -1 102.65 LOAD 12 LOADTYPE Dead TlTLE EMPTY +WIND (CROSS)

22 FY -462.251 FZ 29.821 MX 82.084 23 FY -938.509 FZ 29.821 MX 82.084 LOAD 13 LOADTYPE Dead TlTLE OPER +WIND (CROSS)

22 FY -570.537 FZ 93.821 MX 258.244 23 FY -1 158.36 FZ 93.821 MX 258.244

AD 14 LOAD TYPE DEAD TlTLE 'TEST+50% WlND (CROSS)

FY -620.902 FZ 27.336 MX 75.243 FY -4260.62 FZ 27.336 MX 75.243 AD 15 LOADTYPE Dead TlTLE OPER +EQ (CROSS)

FY -570.537 FZ 160.901 MX 442.879 FY -1 158.36 FZ 216.349 MX 595.5 AD 16 LOADTYPE Dead TlTLE ERECTION+\NIND (CROSS)

FY -462.251 FZ 29.821 MX 82.084 FY -938.509 FZ 29.821 MX 82.084 AD 17 LOADTYPE Dead TlTLE OPERATION + WlND (CROSS)[WITHOUT WIND]

FY -570.537 FZ 66 MX 184.41 FY -1 158.36 FZ 66 MX 184.41 AD COMB 103 EMPTY + WlND +SOIL + SELF WT (LONG)

1.02 1.03 1.0 AD COMB 104 OPER +WIND +SOIL + SELF WT (LONG)

AD COMB 105 TEST+50% WlND +SOIL + SELF WT (LONG)

AD COMB 106 OPER +EQ,UPLIFT +SOIL + SELF WT (LONG) 1.0 2 1.0 6 1.0 AD COMB 107 OPER +EQ,DOWNLOAD +SOIL + SELF WT (LONG)

AD COMB 108 ERECTION+WIND +SOIL + SELF WT (LONG)

AD COMB 109 OPERATING + EXP +SOIL + SELF WT (LONG) 1.0 2 1.0 9 1.0 AD COMB 110 EMPTY+ BUNDLE PULL +SOIL + SELF WT (LONG) .o 2 1 .o 10 1 .o AD COMB 11 1 EMPTY+ BUNDLE PUSH +SOIL + SELF WT (LONG)

1 0 2 1 . 0 1 1 1 0


Desian check for pedestals:

Pedestals P I ,P2 Fck,NlmmA2 = Cover,d8 mm =

Fe Grade,N/mmA2 = Bar dia, mm =

No of Bars = Percentage of steel Ast,% =

Vertical Load on pedestal,kN, Pu = Factored axiai load = Total Moment @ X = Total Moment @ Y = Factored Moment

Unsupported column Length, mm = Effective Length mm ,lex = ley = The column is not braced Area of steel ,mmA2 = 17671.5 Area of concrete , mnlA2 = 990000

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- 6380.30

0.117 0.024 6.067 1.000

11.78 4 2 2.41

Desian of Cross beam for Bendinq and Tension [ t 166, Bending and Tension Reinforced Concrete

Designer's Handbook] [C.E.Reynolds and J.C. Steedman]

A Single beam of 0.6m depth and 0.8m width is used in the analysis, whereas that effect has beer1 incorporated by the use of two beams of sections 0.6m depth X 0.4m width placed symmetrically.

Beam dimensions Breadth b, mm =

Bending Moment kNm = Bending Moment,Single Beam,kNm 203.5 Factored moment = Axial Force kN = 521 Effective cover at top, d',mm = Fact axial force kN,(Single Beam)Nd = Eccentricity e,mm =

60400 C.G. of Section X cg, mm = 223.1 31

B1' = (e+Xcg)/d -1 = 0.706 B2 = 0.5x(Xld)(l-X13d) = 0.133 B3 = (m-l)x(l -d'lX) 6.943

4.296 < 7NlmmA2

137.076 550 OK (1.2- factor) .

(bundle pull case)

Shear Force Capacitv Check

One Way Shear Check : Depending upon the % of reinforcement provided the allowable shear stress value comes out to be

0.465 0.298 From Table 19 -IS 456-2000 Shear Stress, Tc. NImmY 0.4632 0.3830 Shear force V,kN 250.128 206.842

The Envelope of Shear force diagram for the members 1 to 14 gives the values of maximum I

Shear force as: I I I 397.00 for 3.2 m of width 124.06 per meter width. ~ 186:6< per meter width Using factor 1.5 I < 250.13

I 259.00 for 3.2 m of width

80.94 per meter width. 121.41 per meter width Using factor 1.5

< 206.8

Since the Shear force' values does not exceed the Limiting values the slab is safe in One way shear.

Check for Punching Shear :

The section to be checked for punching shear is dl2 away from the face of the column. 31.6.3 IS- 456 2002

Maximum axial Force kN = 694 (Member 20 ) Factored Axial Force, kN =

Perimeter, peri, mm =

< 0.79 allowable hence OK

e . , , P

750.0 for 3.2 m of width Negative (Tension at Bottom) 234.38 per meter width. 351.56 per meter width Using factor 1.5

< 437.47 OK.

Hence we propose to continue the same reinforcement as in the existing footing.

so, Provide, 16 mm dia 8 nos. at 125mm clc per meter at Top

20 mm dia at 8 nos 125 mm clc per meter at Bottom

Shear force desian:

The Envelope of Shear force diagram for the members 15 to 20 gives the values of maximum Shear force values as:

Vu, kN = 636.00 for 3.2 m of width (at distance d eff 198.75 per meter width. away from face of 238.50 per meter width Using factor 1.2 for Earthquake column) < 250.13

OK So we propose the same slab of overall thickness

Slab Thickness = 600 mm

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Check for Bearinq Pressure:

The reaction at any support times the area of imfluence gives us the Bearing pressure

The Bearing pressure values are tabulated with respect to the load combinations as follows

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Since there is no Negative reaction at any instance and the maximum value is within the permissible limits the Base pressure criteria is satisfied.

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ANNEXURE 1 TO DOC.NO. 00712-3200-CN-1741-003 PAGE NO. 1

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STAAD.Pro I Version 2005 Bld 1001 .India * I

* Proprietary Program of * Research Engineers, Intl. * * Date= JAN 17,2006 I

Time= 10:19:48 I * * USER ID: Technip KT lnd~a Ltd, Noida * ....................................................

I 1 STAAD SPACE I I INPUT FILE: EXCHANGER FOUNDATION DESIGN-E001-26 Dec.STD I 2. START JOB INFORMATION

WARNING- One or more lines are too long and will be split into 2 lines. I

I This may not work for all commands. Please check. 3. JOB NAME DETAILED ENGG SERVICES FOR REVAMP OF NHT UNlT & SPLITTER UNlT I 4. -ESSAR -OIL 1 5. JOB CLIENT ESSAR OIL LIMITED

6. JOB NO 0712 7. ENGINEER NAME SMR

1 8. CHECKER NAME NM 9. APPROVED NAME DS

1 10. JOB REV 1 I 1 1. ENGINEER DATE 10-DEC-05 1 12. CHECKER DATE 10-DEC-05

13. END JOB INFORMATION 1 14. INPUT WIDTH 79 I 15. UNlT METER KN I 16. JOINT COORDINATES 17.1 050 ;20 .3850 ;30850 ;41 .2250 ;516450 ;62 .0650 ;72 .4850 I 18. 82.9 50; 9 3.32 50; 10 3.74 5 0; 11 4.16 50; 124.58 5 0; 13 5 5 0 I 19. 14 5.42 50; 15 5.8 5 0; 16 5.81 5 0; 17 6.16 5 0; 18 6.58 5 0, 19 7 5 0 20. 20 7.42 5 0; 21 7.81 5 0; 22 0.8 7.95 0; 23 6.58 7.95 0; 24 5 5.9 0

21. 25 6.58 5.9 0 22. MEMBER INCIDENCES

1 23.1 1 2 ; 2 2 3 ; 3 3 4 ; 4 4 5 ; 5 5 6 ; 6 6 7 ; 7 7 8 ; 8 8 9 ; 9 9 1 0 ; 1 0 1 0 1 1 1 24 11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 16 17; 16 17 18; 17 18 19; 18 19 20

25.192021;20322;21 2325;2225 18;2324 13;242425 ! 26. DEFINE MATERIAL START 27. ISOTROPIC CONCRETE 28. E 2.21467E+007 29. POISSON 0.17

I 30 DENSITY 25

i 31. ALPHA 1 E-005 32 DAMP 0.05 I 33. ISOTROPIC STEEL 34. E 2.09042E+008 I 35. POISSON 0.3 I 36 DENSITY 78.3341 I 37. ALPHA 1.2E-005 I 38. DAMP 0.03 I I I I

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& ~ ~ - ~ ~ o - w E - ~ z I L w "OH ~ M Q 1 1 -- C--

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SECTION E-E I i - - SCALE 1 25 e ,/

SECTION C-C SCALE 1 25

! ! ! /I DRASCEW O M - B W O - 3 O I I Z A 2 N L D * I L N I M ARE lh MY

Z ~ ~ M Z S - T ,- &WE '- - --. --------us ----

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WALL RE INFORCEMm

SCALE 1.25 OU-80~-3016~ EM-BWO-30143

FOUNDATION PLAN M-KCO-Xl143C U-BOEO-00165G-1

WIS PAR1 OF FDVNOATHXl TO BE CAST wwc w m m

2 3 4m

SECTION F-F SCALE 1:5

SECTION D-D SCALE 1: 25

SCALE 1:25 SUPPORT DETAIL

SECTION B-B . - . -. . . . .- -

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-- -- - =-------- - --

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I STAADSPACE --PAGE NO 2 I 39. END DEFINE MATERIAL

40 MEMBER PROPERTY INDIAN 41. 1 TO 19 PRlS YD 0.6 ZD 3.2 42. 20 TO 23 PRlS YD 0.45 ZD 2.2 43. MEMBER PROPERTY INDIAN 44.24 PRlS YD 0 6 ZD 0 8 45. CONSTANTS 46. MATERIAL CONCRETE MEMB 1 TO 24 47. SUPPORTS 48. 3 TO 13 18 19 FlXED BUT MY MZ KFX 51397.1 KFY 102794 KFZ 51397.1 49.2 14 20 FlXED BUT MY MZ KFX 48949.6 KFY 97899 2 KFZ 48949.6 50. 1 15 FlXED BUT MY MZ KFX 24474.8 KFY 48949.6 KFZ 24474.8 51.17 FlXED BUT MY MZ KFX 471 14 KFY 94228 KFZ 471 14 52.16 FIXED BUT MY MZ KFX 23557 KFY 471 14 KFZ 23557 53.21 FlXED BUT MY MZ KFX 23862.9 KFY 47725.9 KFZ 23862.9 54. LOAD 1 LOADTYPE DEAD TlTLE SELF WEIGHT 55. SELFWEIGHT Y -1 56. LOAD 2 LOADTYPE SOlL TlTLE OVER LAID SOlL 57. MEMBER LOAD 58. 1 TO 19 UNI GY -80 59. LOAD 3 LOADTYPE DEAD TlTLE EMPTY +WIND (LONG) 60. JOlNT LOAD 61. 22 FX 17.32 FY -445.754 62. 23 FX 17.32 FY -955.006 63. LOAD 4 LOADTYPE DEAD TITLE OPER +WIND (LONG) 64. JOINT LOAD

I 65. 22 FX -142.799 FY -51 2.896

I 66.23 FX 263.84 FY -1216 67. LOAD 5 LOADTYPE DEAD TlTLE TEST+5O% WIND (LONG) I 68. JOlNT LOAD 69. 22 FX 16.808 FY -604.894 70. 23 FX 16.808 FY -1276.63 71. LOAD 6 LOADTYPE DEAD TlTLE OPER +EQ,UPLIFT (LONG) 72. JOlNT LOAD 73. 22 FX -129.091 FY -349.994 74. 23 FX 478.449 FY -1213.4 75. LOAD 7 LOADTYPE DEAD TlTLE OPER +EQ,DOWNLOAD (LONG) 76. JOlNT LOAD

1 77.22 FX -156 508 FY -472.72 I 78. 23 FX 478.449 FY -1423.01

79. LOAD 8 LOADTYPE DEAD TlTLE ERECTION+WIND (LONG) 80. JOINT LOAD 81. 22 FX 17.32 FY -445.754 82.23 FX 17.32 FY -955 006 83. LOAD 9 LOADTYPE DEAD TlTLE OPERATING + EXP (LONG) 84. JOlNT LOAD 85.22 FX -142 799 FY -529.392

~ 86.23 FX229 199 FY -1199.51 87. LOAD 10 LOADTYPE DEAD TlTLE EMPTY+ BUNDLE PULL (LONG) 88. JOlNT LOAD 89. 22 FX -40.521 FY -191 90 23 FX 380 079 FY -1209.76 91. LOAD 11 LOADTYPE DEAD TlTLE EMPTY+ BUNDLE PUSH (LONG) 92. JOlNT LOAD

1 93 22 FX 190 605 FY -298 111 94 23 FX -229 995 FY -1 102 65

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STAAD SPACE --PAGENO 3

95 LOAD 12 LOADTYPE DEAD TlTLE EMPTY +WIND (CROSS) 96 JOlNT LOAD 97. 22 FY -462.251 FZ 29.821 MX 82.084 98. 23 FY -938.509 FZ 29.821 MX 82.084 99 LOAD 13 LOADTYPE DEAD TITLE OPER +WIND (CROSS) 100. JOINT LOAD 101.22 FY -570.537 FZ 93.821 MX 258.244 102.23 FY -1 158.36 FZ 93.821 MX 258.244 103. LOAD 14 LOAD TYPE DEAD TlTLE TEST+50% WlND (CROSS) 104. JOlNT LOAD 105. 22 FY -620.902 FZ 27.336 MX 75.243 106. 23 FY -1260.62 FZ 27.336 MX 75.243 107. LOAD 15 LOADTYPE DEAD TlTLE OPER +EQ (CROSS) 108. JOlNT LOAD 109.22 FY -570.537 FZ 160.901 MX 442.879 110. 23 FY -1 158.36 FZ 216.349 MX 595.5 11 1. LOAD 16 LOADTYPE DEAD TlTLE ERECTION+WIND (CROSS) 112. JOlNT LOAD 113.22 FY -462.251 FZ 29.821 MX 82.084 114.23 FY -938.509 FZ 29.821 MX 82.084 115. LOAD 17 LOADTYPE DEAD TlTLE OPERATION + WlND (CROSS)[WITHOUT WIND] 1 16. JOlNT LOAD 1 17.22 FY -570.537 FZ 66 MX 184.41 118.23 FY -1158.36 FZ66 MX 184.41 119. LOAD COMB 103 EMPTY + WlND +SOIL + SELF WT (LONG) 120. 1 7.0 2 1.0 3 1.0 121. LOAD COMB 104 OPER +WIND +SOIL + SELF WT ( K ~ N G ) 122. 1 1.02 1.04 1.0 123. LOAD COMB 105 TEST+50% WlND +SOIL + SELF WT (LONG) 124. 11.02 1.05 1.0 125. LOAD COMB 106 OPER +EQ,UPLIFT +SOIL + SELF WT (LONG) 126. 11.02 1.06 1.0 127. LOAD COMB 107 OPER +EQ,DOWNLOAD +SOIL + SELF WT (LONG) 128. 1 1.0 2 1.0 7 1.0 129. LOAD COMB 108 ERECTION+WIND +SOIL + SELF WT (LONG) 130. 1 1.0 2 1.0 8 1.0 131. LOAD COMB 109 OPERATING + EXP +SOIL + SELF WT (LONG) 132. 1 1.02 1.09 1.0 133. LOAD COMB 110 EMPTY+ BUNDLE PULL +SOIL + SELF WT (LONG) 134. 1 1.02 1.0 10 1.0 135 LOAD COMB 11 1 EMPTY+ BUNDLE PUSH +SOIL + SELF WT (LONG) 136. 1 1.0 2 1.0 11 1.0 157. LOAD COMB 112 EMPTY + WlND +SOIL + SELF WT (CROSS) 138. 1 1.0 2 1.0 12 1.0 139. LOAD COMB 113 OPER +WIND +SOIL + SELF WT (CROSS) 140. 11.02 1.0 13 1.0 141. LOAD COMB 114 TEST+50% WlND +SOIL + SELF WT (CROSS) 142. 1 1 021.0141.0 143. LOAD COMB 115 OPER +EQ +SOIL + SELF WT (CROSS) 144. 11.021.0151 0 145. LOAD COMB 116 ERECTION+WIND +SOIL + SELF WT (CROSS) 146 11.021.0161 0 147. LOAD COMB 117 OPERATION + W CROSS[MINUS WIND) 148.1 1 0 2 1 . 0 1 7 1 0 149. PERFORM ANALYSIS

STAAD SPACE --PAGE NO 5

SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE -----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOPJ-Y MOM Z

1 103 -0.83 76.32 0.00 0.00 0.00 0.00 104 -4.98 122.11 0.00 0.00 0.00 0.00 105 -0.71 93.36 0.00 0.00 0.00 0.00 106 -13.10 102.77 0.00 0.00 0.00 0.00 107 -12.25 122.20 0.00 0.00 0.00 0.00 108 -0.83 76.32 0.00 0.00 0.00 0.00 109 -3.73 123.67 0.00 0.00 0.00 0.00 110 -12.02 62.66 0.00 0.00 0.00 000 11 1 3.27 15.53 0.00 0.00 0.00 0.00 112 0.30 82.02 -2.29 0.00 0.00 0.00 113 0.35 93.53 -7.20 0.00 0.00 0.00 114 0.38 98.89 -2.10 0.00 0.00 0.00 115 0.35 93.53 -1 1.24 0.00 0.00 0.00 116 0.30 82.02 -2.29 0.00 0.00 0.00 117 0.35 93.53 -5.06 0.00 0.00 0.00

2 103 -1.65 143.92,+, 0.00 0.00 0.00 0.00 104 -9.95 212.33 0.00 0.00 0.00 0.00 105 -1.43 174.57 0.00 0.00 0.00 0.00 106 -26.21 176.48 0.00 0.00 0.00 0.00 107 -24.51 209.47 0.00 0.00 0.00 0.00 108 -1.65 143.92 0.00 0.00 0.00 0.00 109 -7.47 215.48 0.00 0.00 0.00 0.00 110 -24.05 111.79 0.00 0.00 0.00 0.00 111 6.53 49.66 0.00 0.00 0.00 0.00 112 0.60 153.08 -4.36 0.00 0.00 0.00 113 0.70 173.81 -13.70 0.00 0.00 0.00 114 0.76 183.45 -3.99 0.00 0.00 0.00 115 0.70 173.81 -21.72 0.00 0.00 0.00 116 0.60 153.08 -4.36 0.00 0.00 0.00 117 0.70 173.81 -9.64 0.00 0.00 0.00

3103 -1.74 140.86 0.00 0.00 0.00 0.00 104 -10.46 185.69 0.00 0.00 0.00 0.00 105 -1.50 169.03 0.00 0.00 0 00 0.00 106 -27.54 151.37 0.00 0.00 G.00 0.00 107 -25 76 179 15 0.00 0.00 0.00 0.00 108 -1.74 140.86 0.00 0.00 0.00 0.00 109 -7 84 189.01 0.00 0.00 0.00 0.00 110 -2527 101.55 0.00 0.00 0.00 0.00 111 6 86 73 76 0.00 0.00 0.00 0.00 112 0.63 147 86 -4.32 -170.06 0.00 0.00 A 113 0.74 166.94 -13.60 -535.02 0.00 0.00 114 0.79 175.82 -3.96 -155.88 0.00 0.00 115 0 74 166.94 -21.95 -917.54 0.00 0 00 116 0 63 147.86 -4 32 -170 06 0 00 0 00 117 0 74 166 94 -9.57 -379.11 0.00 0 00

4 103 -173 12829 0.00 0.00 000 000 104 -1054 14851 0.00 000 000 000 105 -1 49 151.84 0.00 0.00 0 00 0 00

---

I

I

I STAAD SPACE --PAGENO. 6 i SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE i -----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

106 -27.64 117.88 0.00 0.00 0.00 0.00 I 107 -25.87 138 79 0.00 0.00 0.00 0.00 i 108 -1.73 128.29 000 0.00 0.00 0.00

109 -7.93 151.79 0.00 0 00 0.00 0 00 110 -25.32 85.36 0.00 0.00 0.00 0.00 11 1 6.97 90.82 0.00 0.00 0.00 0.00

I 112 0.63 132.90 -4.04 0.00 0.00 0.00 113 0.74 148.89 -12.70 0.00 0.00 0.00 114 0.79 156.32 -3.70 0.00 0.00 0.00 115 0.74 148.89 -20.90 0.00 0.00 0.00 116 0.63 132.90 -4.04 0.00 0.00 0.00 117 0.74 148.89 -8.93 0.00 0.00 0.00

5 103 -1.72 115.67 0.00 0.00 0.00 0.00 104 -10.63 116.55 0.00 0.00 0.00 0.00 105 -1.49 134.79 0.00 0.00 0.00 0.00 106 -27.76 88.99 0.00 0.00 0.00 0.00

I 107 -25.99 104.04 0.00 0.00 0.00 0.00 108 -1.72 115.67 0.00 0.00 0.00 0.00 109 -8.01 119.80 0.00 0.00 0.00 0.00 110 -25.39 70.80 0.00 0.00 0.00 0.00

1 111 7.08 102.20 0.00 0.00 0.00 0.00 ~ 112 0.63 118.48 -3.76 0.00 0.00 0.00

113 0.74 131.48 -1 1.81 0.00 0.00 0.00 114 0.80 137.52 -3.44 0.00 0.00 0.00

I 115 0.74 131.48 -19.89 0.00 0.00 0.00 ~ 116 0.63 118.48 -3.76 0.00 0.00 0.00

117 0.74 131.48 -8.31 0.00 0 00 0.00 6 103 -1.72 104.24 0.00 0.00 0.00 000

I 104 -10.73 90.36 0.00 0.00 0.00 0.00 105 -1.48 119.47 0.00 0.00 0.00 0.00 i 106 -27.88 64.97 0.00 0.00 0.00 0.00 107 -26.13 75.31 0.00 0.00 0.00 0.00 108 -1.72 104.24 0.00 0.00 0.00 0.00

~ * 109 -8.10 93.63 0.00 0.00 0.00 0.00

I 110 -25.47 58.36 0.00 0.00 0.00 0.00

111 7.19 109.84 0.00 0 00 0.00 0.00 112 0.63 105.77 -3.48 000 0.00 0.00 1 113 0.74 116.14 -10.96 0 00 0.00 0.00 114 0.80 120.96 -3.19 0 00 0.00 0.00 115 0.74 116.14 -18.92 0.00 0.00 0.00 116 0.63 105.77 -3.48 0.00 0.00 0.00 117 0.74 116.14 -7.71 0.00 0.00 0.00

7 103 -1.71 9488 000 000 000 000 I 104 -10.83 7011 000 000 000 0.00

105 -1 48 106.99 0.00 0 00 0 00 0 00 I 106 -28 03 45.93 0 00 0 00 0 00 0.00

107 -26.28 52 72 0.00 0.00 0.00 0 00 108 -1.71 94 88 0 00 0.00 0 00 0.00

~

I STAADSPACE --PAGE NO. 7

1 SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE -----------------

i JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

I i 109 -8.20 73.47 0 00 0.00 0.00 0.00 110 -25.56 48.42 0.00 0.00 0.00 0.00 I 111 7.31 115.42 0.00 0.00 0.00 0.00 I 112 0.63 95.58 -3.22 0.00 0.00 0.00

113 0.75 103.83 -10.13 0.00 0.00 0.00 I 114 0.80 107.66 -2.95 0.00 0.00 0.00 115 0.75 103.83 -18.00 0.00 0.00 0.00 116 0.63 95.58 -3.22 0.00 0.00 0.00 117 0.75 103.83 -7.12 0.00 0.00 0.00

~ 8 1 0 3 -1.71 88.18 0.00 0.00 0.00 0.00

104 -10.94 55.76 0.00 0.00 0.00 0.00 105 -147 98.07 0.00 0.00 0.00 0.00

i 106 -28.18 31.89 0.00 0.00 0.00 0.00 107 -26.44 36.28 0.00 0.00 0.00 0.00 ~ 108 -1.71 88.18 0.00 0.00 0.00 0.00

109 -8.30 59.26 0.00 0.00 0.00 0.00 110 -25.66 41.35 0.00 0.00 0.00 0.00 111 7.43 120.26 0.00 0.00 0.00 0.00 112 0.63 88.39 -2.96 0.00 0.00 0.00

I 113 0.75 95.14 -9.32 0.00 0.00 0.00 114 0.80 98.28 -2.72 0.00 0.00 0.00 115 0.75 95.14 -17.13 0.00 0.00 0.00 116 0.63 88.39 -2.96 0.00 0.00 0.00

-117 0.75 95.14 -6.56 0.00 0.00 0.00 9 103 -1.77 84.47 0.00 0.00 0.00 0.00

104 -1 1.05 47 21 0.00 0.00 0.00 0.00 105 -1.47 93.14 0.00 0.00 0.00 0.00

I I 106 -28.35 22.94 0.00 0.00 0.00 0.00

107 -26.62 26.01 0.00 0.00 0.00 0.00 1 108 -1.71 84.47 0 00 0.00 0.00 0.00 ~

109 -8.40 50.88 0.00 0.00 0.00 0.00 110 -25.78 37.56 0.00 0.00 0.00 0.00 11 1 7.55 125 31 0.00 0.00 0.00 0.00 112 0.64 84.47 -2.72 0.00 - 0.00 0.00 113 0.75 90.38 -8.55 0.00 0 00 0.00 114 0.81 93.13 -2.49 0.00 0.00 0.00

I 115 0.75 90.38 -16.31 0.00 0.00 0.00

~ 116 0.64 84.47 -2 72 0.00 0.00 0.00 117 0.75 90.38 -6.02 0.00 0.00 0.00

1

10 103 -1.71 83.90 000 0.00 0.00 0.00 104 -11.17 44.33 0.00 0.00 0.00 0.00 105 -1.47 92.35 0.00 0.00 0.00 0 00 106 -28.54 19 30 0.00 0.00 0.00 0.00

I 107 -26.81 22.04 0.00 0.00 0 00 0 00 I 108 -1.71 83.90 0.00 0 00 0.00 0 00

109 -8.51 48 15 0 00 0.00 0 00 0 00 110 -25 91 37 51 0 00 0 00 0 00 0.00 111 768 131.12 000 000 000 000

I

I I

I

I

i I

--

I 1 !

STAAD SPACE --PAGE NO. 8

1 t SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE I

-----------------

1 JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z i I

112 0.64 83.84 -2.48 0.00 0.00 0 00 113 0.76 89.61 -7.80 0.00 0.00 0.00 114 0.81 92.29 -2.27 0.00 0.00 0.00 115 0.76 89.61 -15.55 0.00 0.00 0.00

I I 116 0.64 83.84 -2.48 0.00 0.00 0.00

117 0.76 89.61 -5.49 0.00 0.00 0.00 11 103 -1.71 86.41 0.00 0.00 0.00 0.00

104 -11.29 47.05 0.00 0.00 0.00 0.00 105 -1.47 95.62 0.00 0.00 0.00 0.00 106 -28.74 21.40 0.00 0.00 0.00 0.00 107 -27.02 24.68 0.00 0.00 0.00 0.00 108 -1.71 86.41 0.00 0.00 0.00 0.00 109 -8.62 50.92 0.00 0.00 0.00 0.00 110 -26.05 41.81 0.00 0.00 0.00 0.00

1 111 7.81 137.82 0.00 0.00 0.00 0.00 112 0.64 86.40 -2.25 0.00 0.00 0.00 113 0.76 92.68 -7.09 0.00 0.00 0.00 I

I 114 0.81 95.61 -2.06 0.00 0.00 0.00 1 115 0.76 92.68 -14.84 0.00 0.00 0.00 I 116 0.64 86.40 -2.25 0.00 0.00 0 00 I 117 0.76 92.68 -4.99 0.00 0.00 0.00 I 12 103 -1.71 91.81 0.00 0.00 0.00 0.00

104 -11 42 55.36 0.00 0.00 0.00 0.00 105 -1.47 102.68 0.00 0.00 0.00 0.00 106 -28.95 29.88 0.00 0.00 0.00 0.00 1 107 -27.24 34.45 0.00 0.00 0.00 0.00 108 -1.71 91.81 0.00 0.00 0.00 0.00 109 -8.73 59.11 0.00 0.00 0.00 0.00 110 -26.20 51.13 0.00 0.00 0.00 0.00

I 111 7.94 145.10 0.00 0.00 0.00 0.00 112 0.65 91 82 -2.03 0.00 0.00 0.00 113 0.76 99.24 -6.39 0.00 0.00 0.00 114 0.82 102.69 -1.86 0.00 0.00 0.00 115 0.76 99.24 -14.18 0.00 0.00 0.00 116 0.65 91 82 -2.03 0.00 0.00 0.00 117 0 76 99.24 -4.50 0.00 0 00 0.00

13103 -171 99.69 0.00 0.00 0.00 0.00 104 -1 1.56 69.32 0.00 0.00 0 00 0 00 105 -1.47 112.97 0.00 0.00 0.00 0.00 106 -29 18 45.58 0.00 0.00 0 00 0 00 107 -27 47 52 04 0 00 0.00 0.00 0.00 108 -1 71 99.69 0.00 0.00 0 00 0.00 109 -8 85 72 63 0.00 0.00 0 00 0.00 110 -26.37 66.25 0.00 0.00 0.00 0 00 11 1 8 08 152 11 0.00 0.00 0.00 0 00

I 112 065 99.63 -1.82 -1353 000 000 !

113 0 77 108.69 -5.72 -42.58 0 00 0.00

I 114 0.82 112 91 -1.67 -12.41 0 00 0.00

I I I

I

SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE -----------------

JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z

17103 -2.08 201.60 0.00 0.00 0.00 0.00 104 5.94 247.77 0.00 0.00 0.00 0.00 105 -2.51 248.11 0.00 0.00 0.00 0.00 106 8.11 257.04 0.00 0.00 0.00 0.00 107 8.74 286.95 0.00 0.00 0.00 0.00 108 -2.08 201.60 0.00 0.00 0.00 0.00 109 5.53 243.86 0.00 0.00 0.00 0.00 110 3.28 255.05 0.00 0.00 0.00 0.00 11 1 -12.22 217.25 0.00 0.00 0.00 0.00 112 -1.69 198.19 -2.93 0.00 0.00 0.00 113 -1.99 230.00 -9.23 0.00 0.00 0.00 114 -2.13 244.79 -2.69 0.00 0.00 0.00 115 -1.99 230.00 -22.36 0.00 0.00 0.00 116 -1.69 198.19 -2.93 0.00 0.00 0.00 117 -1.99 230.00 -6.49 0.00 0.00 0.00

18103 -2.27 227.93 0.00 0.00 0.00 0.00 -- 104 6.48 305.92 0.00 0.00 0.00 0.00 105 -2.74 280.63 0.00 0.00 0.00 0.00 106 8.86 338.76 0.00 0.00 0.00 0.00 107 9.54 372.68 0.00 0.00 0.00 0.00 108 -2.27 227.93 0.00 0.00 0.00 0.00 109 6.04 297.88 0.00 0.00 0.00 0.00 110 3.58 326.06 0.00 0.00 0.00 0.00 111 -13.34 219.60 0.00 0.00 0.00 0.00 112 -1.84 222.26 -3.54 -156.52 0.00 0.00 113 -2.18 258.34 -11.14 -492.44 0.00 0.00 114 -2.33 275.12 -3.25 -143.48 0.00 0.00 115 -2.18 258.34 -26.95 -1141 05 0.00 0.00 116 -1.84 222.26 -3.54 -156.52 0.00 0.00 117 -2.18 258.34 -7.83 -349.10 0.00 0.00

19103 -2.27 231.57 0.00 0.00 0.00 0.00 104 6.47 334.71 0.00 0.00 0.00 0.00 105 -2.74 284.93 0.00 0.00 0.00 0.00 106 8.85 338.99 0.00 0.00 0.00 0.00 107 9.53 423.37 0.00 0.00 0.00 0.00 108 -2.27 231.57 0.00 0.00 000 0.00 109 6.03 323.17 0.00 0.00 0.00 0.00 110 3.58 366.29 0.00 0.00 000 0.00 11 1 -13.32 198 60 0 00 0.00 0.00 0 00 112 -1.84 224.12 -3.86 0.00 0.00 0.00 113 -2.17 260.69 -12 15 0.00 0.00 0.00 114 -2.33 277.70 -3.54 0.00 0.00 0.00 115 -2.17 260 69 -29.35 0.00 0 00 0.00 116 -1.84 224.12 -3.86 0 00 0.00 0 00 117 -2 17 260.69 -8.54 0 00 0.00 0 00

20 103 -2.16 222.39 0 00 0 00 0 00 0.00 104 6.16 343.30 0.00 0 00 0 00 0.00 105 -2 61 273.37 0 00 0 00 0 00 0 00

STAAD SPACE -- PAGE NO. 12

MEMBER END FORCES STRUCTURE TYPE = SPACE -----------------

ALL UNITS ARE -- KN METE

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z I i I

1 103 1 -0.83 76.32 0.00 0.00 0.00 0.00 2 0.83 -27.68 0.00 0.00 0.00 19.76

104 1 -4.98 122.11 0.00 0.00 0.00 0.00 2 4.98 -73.47 0.00 0.00 0.00 37.16

105 1 -0.71 93.36 0.00 0.00 0.00 0.00 2 0.71 -44.72 0.00 0.00 0.00 26.24

106 1 -13.10 102.77 0.00 0.00 0.00 0.00 2 13.10 -54.13 0.00 0.00 0.00 29.81

107 1 -12.25 122.20 0.00 0.00 0.00 0.00 2 12.25 -73.56 0.00 0.00 0.00 37.20

108 1 -0.83 76.32 0.00 0.00 0.00 0.00 2 0.83 -27.68 0.00 0.00 0.00 19.76

109 1 -3.73 123.67 0.00 0.00 0.00 0.00 2 3.73 -75.03 0.00 0.00 0.00 37.75

110 1 -12.02 62.66 0.00 0.00 0.00 0.00 2 12.02 -14.02 0.00 0.00 0.00 14.57

111 1 3.27 15.53 0.00 0.00 0.00 0.00 2 -3.27 33.11 0.00 0.00 0.00 -3.34

112 1 0.30 82.02 -2.29 0.00 0.00 0.00 2 -0.30 -33.38 2.29 0.00 0.87 21.93

113 1 0.35 93.53 -7.20 0.00 0.00 0.00

I 2 -0.35 -44.89 7.20 0.00 2.74 26.30 114 1 0.38 98.89 -2.10 0.00 0.00 0.00 i 2 -0.38 -50.25 2.10 0.00 0.80 28.34 115 1 0.35 93.53 -11.24 0.00 0.00 0.00

2 -0.35 -44.89 11.24 0.00 4.27 26.30 116 1 0.30 82.02 -2.29 0.00 0.00 0 00

2 -0.30 -33.38 2.29 0.00 0.87 21.93 117 1 0.35 93.53 -5.06 0.00 0.00 0.00

2 -0.35 -44.89 5.06 0.00 1.92 26.30

2 103 2 -248 171.61 0.00 0.00 0.00 -19.76 3 2.48 - 1 17 85 0.00 0.00 0.00 80.55

104 2 -14.93 285.80 0.00 0.00 000 -37.16 3 14.93 -232.04 0.00 0.00 0.00 145.91

105 2 -2.14 219.29 0.00 0.00 0.00 -26.24 3 2.14 -165 53 0.00 0.00 0.00 107 05

106 2 -39 32 230.60 0.00 0.00 0.00 -29.81 3 39.32 -176.84 0.00 0.00 0.00 115.37

107 2 -36.77 283.04 0.00 0.00 0 00 -37.20 3 36 77 -229.28 0.00 0.00 0.00 144 78

108 2 -2 48 171 61 0.00 0.00 0.00 -19.76 3 2.48 -117.85 0.00 000 000 8055

109 2 -11 20 290 51 0.00 0.00 0 00 -37 75 3 1120 -23675 000 000 0.00 14848

STAAD SPACE --PAGE NO 13



MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

~ 110 2 -36.08 125.81 0.00 0.00 0.00 -14.57 I 1 3 36.08 -72 05 0.00 0.00 0.00 56.12 I 111 2 9.80 16.56 0.00 0.00 0.00 3.34

3 -9.80 37.20 0.00 0.00 0.00 -7.68 112 2 0.90 186.46 -6.64 0.00 -0.87 -21.93

3 -0.90 -132.70 6.64 0.00 3.66 88.95 113 2 1.06 218.70 -20.90 0.00 -2.74 -26.30

3 -1.06 -164.94 20.90 0.00 11.52 106.87 114 2 1.13 233.70 -6.09 0.00 -0.80 -28.34

3 -1.13 -179.94 6.09 0.00 3.36 115.20 115 2 1.06 218.70 -32.95 0.00 -4.27 -26.30

3 -1.06 -164.94 32.95 0.00 18.11 106.87 116 2 0.90 186.46 -6.64 0.00 -0.87 -21.93

3 -0.90 -132.70 6.64 0.00 3.66 88.95 117 2 1.06 218.70 -14.70 0.00 -1.92 -26.30

1 3 -1.06 -164.94 14.70 0.00 8.10 106.87

3 103 3 13.1 1 -260.06 0.00 0.00 0.00 -131.64 I

4 -13.11 313.82 0.00 0.00 0.00 11.12 I 104 3 -168.18 -168.17 0.00 0.00 0.00 275.35

4 168.18 221.93 0.00 0.00 0.00 -357.27 105 3 13.17 -343.35 0.00 0.00 0.00 -156.63

4 -13.17 397.11 0.00 0.00 0.00 1.13 106 3 -195.95 -94.80 0.00 0.00 0.00 265.44

4 195.95 148.56 0.00 0.00 0.00 -316 55 107 3 -219.03 -137.31 0.00 0.00 0.00 316.92

4 219.03 191.07 0.00 0.00 0.00 -385.87 108 3 13 11 -260.06 0.00 0.00 0.00 -131 64

4 -13.11 313.82 0.00 0.00 0.00 11.12 I 109 3 -161.84 -176.64 0.00 0.00 0.00 272.78

~ 4 161.84 230.40 0.00 0.90 0.00 -358.25

i 110 3 -101.87 -90.42 0.00 0.00 0.00 63.42 4 101.57 144.18 0.00 0.00 0.00 -1 12.68 i 11 1 3 207.27 -334.57 0.00 0.00 0.00 -554.61 4 -207.27 388 33 0.00 0 00 0.00 402.80

112 3 1.52 -254.71 18.85 0.00 -3.66 -88 95 4 -1.52 308.47 -18.85 0.00 -4.26 -29.32

I 113 3 1.80 -31 1.67 59.32 0.00 -1 1 52 -106 87 4 -1.80 365.43 -59 32 0.00 -13.40 -35.32 114 3 1.93 -338 16 17.28 0.00 -3.36 -115.20

4 -1.93 391.92 -17.28 0.00 -3.90 -38.12 I 115 3 180 -311.67 106.00 0.00 -1811 -106.87 I 4 -1 80 365 43 -106 00 0.00 -26 41 -35 32 I 116 3 1.52 -254.71 18.85 0.00 -3 66 -88 95 I 4 -1.52 308.47 -18 85 0.00 -4.26 -29 32 I I 117 3 1.80 -311.67 4173 000 -810 -10687

4 -1 80 365 43 -41 73 0 00 -9 43 -35 32 , I I

i I

I

I





4 103 4 11.38 -185.53 0.00 0.00 0.00 -11.12 5 -11.38 239.29 0.00 0.00 0.00 -78.09

104 4 -178.73 -73.42 0.00 0.00 0.00 357.27 5 178.73 127.18 0.00 0.00 0.00 -399.40

105 4 11.68 -245.27 0.00 0.00 0.00 -1.13 5 -11.68 299.03 0.00 0.00 0.00 -1 13.17

106 4 -223.59 -30.67 0.00 0.00 0.00 316.55 5 223.59 84.43 0.00 0.00 0.00 -340.72

107 4 -244.90 -52.28 0.00 0.00 0.00 385.87 5 244.90 106.04 0.00 0.00 0.00 -419.12

108 4 11.38 -185.53 0.00 0.00 0.00 -11.12 5 -11.38 239.29 0.00 0.00 0.00 -78.09

109 4 -169.77 -78.61 0.00 0.00 0.00 358.25 5 169.77 132.37 0.00 0.00 0.00 -402.56

110 4 -127.19 -58.82 0.00 0.00 0.00 112.68 5 127.19 112.58 0.00 0.00 0.00 -148.68

111 4 214.24 -297.51 0.00 0.00 0.00 -402.80 5 -214.24 351.27 0.00 0.00 0.00 266.55

112 4 2.15 -175.57 14.82 0.00 4.26 29.32 5 -2.15 229.33 -14.82 0.00 -10.48 -114.35

113 4 2.54 -216.54 46.62 0.00 13.40 35.32 5 -2.54 270.30 -46.62 0.00 -32.98 -137.56

114 4 2.72 -235.59 13.58 0.00 3.90 38.12 5 -2.72 289.35 -13.58 0.00 -9.61 -148.35

115 4 2.54 -216.54 85.10 0.00 26.41 35.32 5 -2 54 270.30 -85.10 0.00 -62.15 -137.56

116 4 2.15 -175.57 14.82 0.00 4 26 29.32 5 -2.15 229.33 -14.82 0.00 -10.48 -114.35

117 4 2.54 -216.54 32.80 0.00 9.43 35.32 5 -2.54 270.30 -32.80 0.00 -23.20 -137.56

5103 5 9.66 -123.63 0.00 0.00 0.00 78.09 6 -9.66 177.39 0.00 0.00 0.00 -141.30

104 5 -189.36 -10.63 0 00 0.00 0.00 399 40 6 189.36 64.39 0.00 0.00 0.00 -415.15

105 5 10.19 -164.24 0.00 0.00 0 00 113.17 6 -10.19 218.00 0 00 0.00 0.00 -193.44

106 5 -251.35 4.56 0.00 0.00 0.00 340 72 6 251.35 49.20 0.00 0.00 0.00 -350.10

107 5 -27089 -2.00 0.00 0.00 0.00 419.12 6 270.89 55.76 0.00 0.00 0.00 -431.25

108 5 9.66 -123.63 0.00 0.00 000 78.09 6 -9.66 177.39 0 00 0 00 0 00 -141 30

109 5 -177 78 -12 57 0 00 0.00 0 00 402.56 6 17778 66.33 0 00 0 00 0 00 -419 13

110 5 -15258 -4178 000 000 000 14868 6 15258 95.54 000 000 000 -17751

STAADSPACE --PAGE NO. 15



MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z I

~ 11 1 5 221.32 -249.08 0.00 0.00 0.00 -266.55 6 -221.32 302.84 0.00 0 00 0.00 150.65

112 5 2.78 -110.84 11.06 0.00 10.48 114.35

~ 6 -2.78 164.60 -11.06 0.00 -15.13 -172.19

113 5 3.28 -138.82 34.81 0.00 32.98 137.56 6 -3.28 192.58 -34.81 0.00 -47.60 -207.15

I 114 5 3.52 -151.83 10.14 0.00 9.61 148.35 6 -3.52 205.59 -10.14 0.00 -13.87 -223.41

~ 115 5 3.28 -138.82 65.21 0.00 62.15 137.56

6 -3.28 192.58 -65.21 0.00 -89.53 -207.15 116 5 2.78 -110.84 11.06 0.00 10.48 114.35

6 -2.78 164.60 -11.06 0.00 -15.13 -172.19 117 5 3.28 -138.82 24.49 0.00 23.20 137.56

6 -3.28 192.58 -24.49 0.00 -33.49 -207.15

6 103 6 7.94 -73.15 0.00 0.00 0.00 141.30 iX 7 -7.94 126.91 0.00 0.00 0.00 -183.32

104 6 -200.09 25.97 0.00 0.00 0.00 415.15 7 200.09 27.79 0.00 0.00 0.00 -415.53

105 6 8.71 -98.53 0.00 0.00 0.00 193.44 7 -8.71 152.29 0.00 0.00 0.00 -246.11

106 6 -279.23 15.77 0.00 0.00 0.00 350.10 7 279.23 37.99 0.00 0.00 0.00 -354.76

107 6 -297.02 19.55 0.00 0.00 0.00 431.25 I 7 297.02 34.21 0.00 0.00 0.00 -434.33

108 6 7.94 -73.15 0.00 0 00 0.00 141.30 7 -7.94 126.91 0.00 0.00 0.00 -183.32

109 6 -185.88 27.31 0.00 0.00 0.00 419.13 7 185.88 26.45 0.00 0.00 0.00 -418.95

110 6 -178.05 -37.18 0.00 0.00 0.00 177.51 7 178.05 90.94 0.00 0.00 0.00 -204.42

11 1 6 228.51 -193.00 0.00 0.00 0 00 -150 65 7 -228.51 246.76 0.00 0.00 0.00 ' 58.30

112 6 341 -58.83 7.58 000 1513 172.19 7 -3.41 112.59 -7.58 0.00 -18.31 -208.19

113 6 4.03 -76.44 23.85 0.00 47.60 207.15 7 -4.03 130.20 -23.85 0.00 -57.62 -250.55

114 6 4.31 -84.64 6.95 0.00 13.87 223.41 7 -4.31 138.40 -6.95 0.00 -16.79 -270.25

115 6 4.03 -76.44 46.29 0.00 89.53 207.15 7 -4.03 130.20 -46.29 0.00 -108.97 -250.55

116 6 3.41 -58.83 7.58 0.00 15.13 172.19 7 -3.41 112.59 -7.58 0 00 -18.31 -208.19

117 6 4.03 -76.44 16 78 0.00 33 49 207.15 7 -4.03 130.20 -16 78 0.00 -40 54 -250 55

7 103 7 6 22 -32.03 0 00 0 00 0 00 183.32 8 -6.22 85.79 0 00 0 00 0 00 -208 06

I

I

I STAADSPACE --PAGE NO. 16


1 ALL UNITS ARE -- KN METE MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

104 7 -210.92 42.32 0.00 0.00 0.00 415.53 8 210.92 11.44 0.00 0.00 0.00 -409.05

105 7 7.23 -45.31 0.00 0.00 0.00 246.1 1 8 -7.23 99.07 0.00 0.00 0.00 -276.43

106 7 -307.26 7.94 0.00 0.00 0.00 354.76 8 307.26 45.82 0.00 0.00 0.00 -362.72

107 7 -323.30 18.51 0.00 0.00 0.00 434.33 8 323.30 35.25 0.00 0.00 0.00 -437.85

108 7 6.22 -32.03 0.00 0.00 0.00 183.32

I 8 -6.22 85.79 0.00 0.00 0.00 -208.06 109 7 -194.08 47.01 0.00 0.00 0.00 418.95 8 194.08 6.75 0.00 0.00 0.00 -410.49

110 7 -203.61 -42.52 0.00 0.00 0.00 204.42 8 203.61 96.28 0.00 0.00 0.00 -233.57

11 1 7 235.81 -131.33 0.00 0.00 0.00 -58.30 8 -235.81 185.09 0.00 0.00 0.00 -8.15

112 7 4.04 -17.01 4.36 0.00 18.31 208.19 8 -4.04 70.77 -4.36 0.00 -20.15 -226.62

113 7 4.77 -26.38 13.72 0.00 57.62 250.55 8 -4.77 80.14 -13.72 0.00 -63.38 -272.92

114 7 5.11 -30.73 4.00 0.00 16.79 270.25 8 -5.11 84.49 -4.00 0.00 -18.47 -294.45

115 7 4.77 -26.38 28.29 0.00 108.97 250.55 8 -4.77 80.14 -28.29 0.00 -120.85 -272.92

116 7 4.04 -17.01 4.36 0.00 18.31 208 19 1 8 -4.04 70.77 -4.36 0.00 -20.15 -226.62

1 117 7 4.77 -26.38 9.66 0.00 40.54 250 55 8 -4.77 80.14 -9.66 0.00 -44.59 -272.92 I 8 103 8 4.51 2.39 0.00 0.00 0.00 208.06 9 -4.51 51.37 0.00 0.00 0.00 -218.34

104 8 -221.86 44.32 0.00 0.00 0.00 409 05 9 221 86 9.44 0.00 0.00 0.00 -401.72

105 8 5.76 -1 00 0.00 0.00 0.00 276.43 Y

9 -5.76 54.76 0.00 0 00 0.00 -288.14 106 8 -335.44 -13.93 0.00 0.00 0.00 362 72

9 335.44 67.69 0 00 0.00 0.00 -379 86 107 8 -349 74 1 03 0.00 0.00 0.00 437 85

9 349.74 52.73 0.00 0.00 0.00 -448.70 108 8 4.51 2 39 0.00 0.00 0.00 208 06

9 -4.51 51.37 0.00 0.00 0.00 -218.34 109 8 -20237 52.52 0.00 0.00 0.00 41049

9 202.37 1 24 0 00 0.00 0 00 -399 72

1 110 8 -229 27 -54 93 0.00 0.00 0 00 233 57 j 9 229 27 108 69 0 00 0.00 0.00 -267 92 1 111 8 243 24 -64 83 0.00 0 00 0.00 8 15

9 -24324 11859 0.00 000 000 -4666

I 1 I

STAADSPACE -- PAGE NO. 17




112 8 4.68 17.62 1.40 0.00 20.15 226.62 9 -4.68 36.14 -1.40 0.00 -20.73 -230.51

113 8 5.52 15.00 4.40 0.00 63.38 272.92 9 -5.52 38.76 -4.40 0.00 -65.23 -277.91

114 8 5.92 13.78 1.28 0.00 18.47 294.45 9 -5.92 39.98 -1.28 0.00 -19.01 -299.95

115 8 5.52 15.00 11.16 0.00 120.85 272.92 9 -5.52 38.76 -11.16 0.00 -125.54 -277.91

116 8 4.68 17.62 1.40 0.00 "0.15 226.62 9 -4.68 36.14 -1.40 0.00 -20.73 -230.51

117 8 5.52 15.00 3.10 0.00 44.59 272.92 9 -5.52 38.76 -3.10 0.00 -45.89 -277.91

9 103 9 2.80 33.11 0.00 0.00 0.00 218.34 10 -2.80 20.65 0.00 0.00 0.00 -215.73

104 9 -232.91 37.77 0.00 0.00 0.00 401.72 10 232.91 15.99 0.00 0.00 0.00 -397.15

105 9 4.29 38.38 0.00 0.00 0.00 288.14 10 -4.29 15.38 0.00 0.00 0.00 -283.31

106 9 -363.79 -44.75 0.00 0.00 0.00 379.86 10 363.79 98.51 0.00 0.00 0.00 -409.94

107 9 -376.36 -26.72 0.00 0.00 0 00 448.70 10 376.36 80.48 0.00 0.00 0.00 -471.21

108 9 2.80 33.11 0.00 0.00 0.00 218.34 10 -2.80 20.65 0.00 0.00 0.00 -215.73

109 9 -210.77 49.64 0.00 0.00 0.00 399.72 10 210.77 4.12 0.00 0.00 0.00 -390.17

110 9 -255.05 -71.13 0.00 0.00 0.00 267.92 10 255.05 124.89 0.00 0.00 0.00 -309.09

11 1 9 250.79 6.72 0.00 0.00 0.00 46.66 10 -250.79 47.04 0.00 0.00 0.00 -55.13

112 9 5.31 48.33 -1.32 0.00 20.73 230.51 10 -5.31 5.43 1.32 0.00 -20.18 -221.50

113 9 6.28 51.62 -4.15 0.00 65.23 277.91 1 0 - -6.28 2.14 4.15 0.00 -63.49 -267.51

114 9 6.72 53.15 -1.21 0.00 19.01 299 95 10 -6.72 0.61 1.21 0.00 -18 50 -288.91

11&5 9 6.28 51.62 -5.16 0.00 125 54 277.91 10 -6.28 2 14 5 16 000 -123 37 -267.51

116 9 5.31 48.33 -1.32 0.00 20.73 230.51 10 -5.31 5.43 1.32 0.00 -20 18 -221.50

117 9 6.28 51.62 -2.92 0 00 45.89 277.91 10 -6 28 2.14 2.92 0.00 -44.67 -267.51

10 103 10 1 10 63.24 000 000 0'00 21573 11 -1 . I0 -9.48 0.00 0.00 0 00 -200 46

104 10 -244.08 28 33 0.00 0 GO 0 00 397.15 11 244.08 25 43 0 00 0 00 0 00 -396 54

-----------------



105 10 2 82 76.97 0.00 0.00 0.00 283.31 11 -2.82 -23.21 0.00 0.00 0 00 -262.27

106 10 -392.33 -79.21 0.00 0.00 0.00 409.94 11 392.33 132.97 0.00 0.00 0.00 -454.50

107 10 -403.18 -58.44 0.00 0.00 0.00 471.21 11 403.18 112.20 0.00 0.00 0.00 -507.05

108 10 1.10 63.24 0.00 0.00 0.00 215.73 11 -1.10 -9.48 0.00 0.00 0.00 -200.46

109 10 -219.28 44.02 0.00 0.00 0.00 390.17 11 219.28 9.74 0.00 0.00 0.00 -382.97

110 10 -280.95 -87.38 0.00 0.00 0.00 309.09 11 280.95 141.14 0.00 0.00 0.00 -357.08

11 1 10 258.47 84.07 0.00 0.00 0.00 55.13 11 -258.47 -30.31 0.00 0.00 0.00 -31.1 1

112 10 5.95 78.41 -3.80 0.00 20.18 221.50 11 -5.95 -24.65 3.80 0.00 -18.58 -199.86

113 10 7.03 87.47 -1 1.95 0.00 63.49 267.51 11 -7.03 -33.71 11.95 0.00 -58.46 -242.06

114 10 7.53 91.69 -3.48 0.00 18.50 288.91 11 -7.53 -37.93 3.48 0.00 -17.03 -261.69

115 10 7.03 87.47 -20.71 0.00 123.37 267.51 11 -7.03 -33.71 20.71 0.00 -114.67 -242.06

116 10 5.95 78.41 -3.80 0.00 20.18 221.50 11 -5.95 -24.65 3.80 0.00 -18.58 -199.86

117 10 7.03 87.47 -8.41 0.00 44.67 267.51 11 -7.03 -33.71 8.41 0.00 -41.14 -242.06

11 103 11 -0.61 95.90 0.00 0.00 0.00 200.46 12 0.61 -42.14 0.00 0.00 0.00 -171.47

104 11 -255.37 21.62 0.00 0.00 0.00 396.54 12 255 37 32.14 0.00 0.00 0.00 -398.75

105 11 1.35 118.83 0.00 0.00 0.00 262.27 12 -1.35 -65.07 0.00 0.00 0.00 -223.65 I

I 106 11 -421.06 -1 11.57 0.00 0.00 0 00 454.50 12 421.06 165.33 0.00 0.00 0 00 -512.65 107 11 -430.20 -87.53 0.00 0.00 0.00 507.05

12 430 20 141.29 0.00 0.00 0.00 -555.10 108 11 -0.61 95.90 0.00 0 00 0.00 200.46

12 0.61 -42.14 0.00 0.00 0.00 -171.47 109 11 -227.89 41.18 0.00 0.00 0.00 382 97

12 227.89 12.58 0.00 0.00 0.00 -376.96 110 11 -307.00 -99.33 0.00 0.00 0.00 357.08

12 307 00 153.09 0.00 0.00 0 00 -410.09 111 11 26628 16814 000 000 0.00 3111

12 -266.28 -114 38 0 00 0.00 0 00 28 22 112 11 6.60 111.05 -605 0.00 1858 19986

12 -660 -5729 605 000 -1604 -164.51

I

S'TAAD SPACE --PAGE NO 19



MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSiON MOM-Y MOM-Z

113 11 7.79 126.40 -19.04 0.00 58.46 242.06 12 -7 79 -72.64 19.04 0.00 -50.47 -200.27

114 11 8.34 133.54 -5.55 0.00 17.03 261.69 12 -8.34 -79.78 5.55 0.00 -14.70 -216.90

115 11 7.79 126.40 -35.56 0.00 114.67 242.06 12 -7.79 -72.64 35.56 0.00 -99.74 -200.27

116 11 6.60 11 1.05 -6.05 0.00 18.58 199.86 12 -6.60 -57.29 6.05 0.00 -16.04 -164.51

117 11 7.79 126.40 -13.40 0.00 41.14 242.06 12 -7.79 -72.64 13.40 0.00 -35.51 -200.27

12 103 12 -2.32 133.95 0.00 0.00 0.00 171.47 13 2.32 -80.19 0.00 0.00 0.00 -126.50

104 12 -266.80 23.22 0.00 0.00 0.00 398.75 13 266.80 30.54 0.00 0.00 0.00 -400.29

105 12 -0.12 167.75 0.00 0.00 0.00 223.65 13 0.12 -113.99 0.00 0.00 0.00 -164.49

106 12 -450.01 -135.44 0.00 0.00 0.00 512.65 13 450.01 189.20 0.00 0.00 0.00 -580.83

107 12 -457.43 -106.84 0.00 0.00 0.00 555.10 13 457.43 160.60 0.00 0.00 0.00 -61 1.26

108 12 -2.32 133.95 0.00 0.00 0.00 171.47 13 2.32 -80.19 0.00 0.00 0.00 -126.50

109 12 -236.63 46.53 0.00 0.00 0.00 376.96 13 236.63 7.23 0.00 0.00 0.00 -368.70

110 12 -333.21 -101.96 0.00 0.00 0.00 410.09 13 333.21 155.72 0.00 0.00 0.00 -464.20

111 12 274.22 259.47 0.00 0.00 0.00 -28.22 13 -274.22 -205.71 0.00 0.00 0.00 125.91

112 12 7.24 149.11 -8.08 0.00 16.04 164.51 13 -7.24 -95.35 8.08 0.00 -12.65 -1 13.17

113 12 8.55 171.87 -25.43 0.00 50.47 200.27 13 -8.55 -118.11 25.43 0.00 -39.79 -139.37

114 12 9.16 182.46 -7.41 0.00 14.70 216.90 13 -9.16 -128.70 7.41 0.00 -1 1 59 -151.55

115 12 8.55 171.87 -49.74 0.00 99 74 200.27 13 -8.55 -118.11 49.74 0.00 -78.85 -139.37

116 12 7.24 149.11 -8.08 0.00 16.04 164 51 13 -7.24 -95.35 8.08 0.00 -12 65 -1 13.17

117 12 8.55 171.87 -17.89 0.00 35.51 200.27 13 -8.55 -118.11 17.89 0.00 -28.00 -139.37

13 103 13 2.44 -55.01 0.00 0.00 0.00 -45.96 14 -2.44 108.77 0.00 0 00 0 00 11 57

104 13 16.50 -27.21 0 00 0.00 0.00 -31.68 14 -16.50 80.97 0.00 0 00 0 00 8 96

105 13 2.09 -78.60 0.00 0 00 0 00 -59 13 14 -2.09 132.36 0.00 0 00 0 00 14 83

I I I STAAD SPACE --PAGENO. 20 I I

MEMBER END FORCES STRUCTURE TYPE = SPACE 1 ----------------- ALL UNITS ARE -- KN METE I MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

106 13 41.65 0.28 0.00 0.00 0.00 -17.03 14 -41.65 53.48 0.00 0.00 0.00 5.86

I 107 13 39.21 -12.65 0.00 0.00 0.00 -24.32

14 -39.21 66.41 0.00 0.00 0.00 7.71 108 13 2.44 -55.01 0.00 0.00 0.00 -45 96

14 -2.44 108.77 0.00 0.00 0.00 11.57 109 13 12.64 -30.60 0.00 0.00 0.00 -33.45

14 -12.64 84.36 0.00 0.00 0.00 9.31 110 13 37.65 -26.23 0.00 0.00 0.00 -31.35

I 14 -37.65 79.99 0.00 0.00 0.00 9.04 11 1 13 -1 1.54 -123.78 0.00 0.00 0.00 -83.20 14 11.54 177.54 0.00 0.00 0.00 19.92

112 13 -0.93 -54.56 2.18 0.00 -1.17 -45.70 14 0.93 108.32 -2.18 0.00 0.25 11.49 ~ ,.-

113 13 -1.09 -70.68 6.85 0.00 -3.67 -54.69 14 1.09 124.44 -6.85 0.00 0.79 13.72 1 114 13 -1.17 -78.17 1.99 0.00 -1.07 -58.87 14 1.17 131.93 -1.99 0.00 0.23 14.75

115 13 -1.09 -70.68 18.09 0.00 -9.81 -54.69 14 1.09 124.44 -18.09 0.00 2.22 13.72

I 116 13 -0.93 -54.56 2.18 0.00 -1.17 -45.70 14 0.93 108.32 -2.18 0.00 0.25 11.49

117 13 -1.09 -70.68 4.82 0.00 -2.58 -54.69 14 1.09 124.44 -4.82 0.00 0.56 13.72

1 14 103 14 0.81 -6.12 0.00 0.00 0.00 -11.57 15 -0.81 54.76 0.00 0 00 0.00 0.00 104 14 5.50 0.73 0.00 0.00 0.00 -8.96

15 -5.50 47.91 0.00 0.00 0.00 0.00 I 105 14 0.70 -14.70 0.00 0.00 0.00 -14.83 I 15 -0 70 63.34 0.00 0.00 0.00 0.00

106 14 13.88 8.90 0.OQ 0.00 0.00 -5.86 15 -13.88 39.74 0.00 0.00 0.00 0.00

107 14 13.07 4.02 0.00 0.00 0 00 -7.71 15 -13.07 44.62 0.00 0.00 0 00 0.00

108 14 0.81 -6.12 0.00 0.00 0.00 -11.57 15 -0 81 54.76 0.00 0.00 0.00 0 00

109 14 4.21 -0.19 0.00 0.00 0.00 -9.31 15 -4.21 48.83 0.00 0.00 0.00 0.00

110 14 12 55 0.53 0.00 0.00 0.00 -9.04 15 -12.55 48.1 1 0.00 0.00 0 00 3.00

111 14 -3.85 -28.10 0.00 0.00 0.00 -19 92 15 3.85 76.74 0.00 0.00 0 00 0 00

112 14 -0.31 -5.92 0.66 0.00 -0.25 -1149 I 15 0 31 54.56 -0 66 0 00 0.00 0 00

113 14 -0.36 -11.78 208 0.00 -079 -1372

I 15 0 36 60 42 -2.08 0.00 0 00 0 00 1

~ I

I

c



1 ALL UNITS ARE -- KN METE MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

114 14 -0.39 -14.50 0.61 0.00 -0.23 -14.75 15 0.39 63.14 -0.61 0.00 0.00 0.00

115 14 -0.36 -1 1.78 5.83 0.00 -2.22 -13.72 15 0.36 60.42 -5.83 0.00 0.00 0.00

116 14 -0.31 -5.92 0.66 0.00 -0.25 -11.49 15 0.31 54.56 -0.66 0.00 0.00 0.00

117 14 -0.36 -1 1.78 1.46 0.00 -0.56 -13.72 15 0.36 60.42 -1.46 0.00 0.00 0.00

I 15 103 16 -1.04 97.70 0.00 0.00 0.00 0.00 17 1.04 -52.90 0.00 0.00 0.00 26.35 104 16 2.97 110.24 0.00 0.00 0.00 0.00 2 " x "

17 -2.97 -65.44 0.00 * 0.00 0.00 30.74 I . L* 105 16 -1.26 120.19 0.00 0.00 0.00 0.00 17 1.26 -75.39 0.00 0.00 0.00 34.23 106 16 4.06 106.21 0.00 0.00 0.00 0.00 I 17 -4.06 -61.41 0.00 0.00 0.00 29.33 I 107 16 4.37 120.66 0.00 0.00 0.00 0.00

I 17 -4.37 -75.86 0.00 0.00 0.00 34.39 I 108 16 -1.04 97.70 0.00 0.00 0.00 0.00

17 1.04 -52.90 0.00 0.00 0.00 26.35 I 109 16 2.77 109.73 0.00 0.00 0.00 0.00

17 -2.77 -64.93 0.00 0.00 0.00 30.56 I 110 16 1.64 109.23 0.00 0.00 0.00 0.00 I 17 -1.64 -64.43 0.00 0.00 0.00 30.39

I 11 1 16 -6.1 1 115.20 0.00 0.00 0.00 0.00 17 6.11 -70.40 0.00 0.00 0.00 32.48 112 16 -0.84 96.74 -1.34 0.00 0.00 0.00 17 0.84 -51.94 1.34 0.00 0.47 26.02

113 16 -1 .OO 112.1 1 -4.21 0.00 0.00 0.00 17 1.00 -67.31 4.21 0.00 1.47 31.40

114 16 -1.07 119.26 -1.23 0.00 0.00 9.00 17 1.07 -74.46 1.23 0.00 0.43 33.60

I I 115 16 -1.00 112.11 -10.21 0.00 0.00 0.00 1 17 1.00 -67.31 10.21 0.00 3.58 31.40 I 116 16 -0.84 96.74 -1 34 0.00 0.00 0.00 17 0.84 -51.94 1.34 0 00 0.47 26.02 I 117 16 -1.00 112.11 -296 0.00 0.00 0.00

17 1.00 -67.31 2 96 0.00 1.04 31.40 I I I 16 103 17 -3.12 254.50 0 00 0.00 0.00 -26.35

18 312 -20074 000 000 000 12195 104 17 890 313.21 0.00 0.00 0.00 -30.74

18 -8.90 -259 45 0 00 0.00 0.00 151 .OO I 105 17 -3.77 323.50 0.00 0.00 0 00 -34.23

18 3.77 -269 74 0 00 0 00 0.00 158 81 106 17 12.17 31844 000 0 00 0.00 -29.33

18 -1217 -26468 000 000 000 151.79

I I I

--

I

I

STAADSPACE --PAGE NO 22

1 I MEMBER END FORCES STRUCTURE TYPE = SPACE I ----------------- ALL UNITS ARE -- KN METE 1 MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z i 107 17 13.11 362.81 0.00 o . o ~ 0 . ~ 0 -34.39 1 18 -13.1 1 -309.05 0.00 0.00 0.00 175 48 108 17 -3.12 254.50 0.00 0.00 0.00 -26.35 4 18 3.12 -200.74 0.00 0.00 0.00 121.95

109 17 8.30 308.78 0.00 0.00 0.00 -30.56 18 -8.30 -255.02 0.00 0.00 0.00 148.96

110 17 4.92 319.48 0.00 0.00 0.00 -30.39 18 -4.92 -265.72 0.00 0.00 0.00 153.28

111 17 -18.33 287.65 0.00 0.00 0.00 -32.48 18 18.33 -233.89 0.00 0.00 0.00 142.00

112 17 -2.53 250.12 -4.27 0.00 -0.47 -26.02 18 2.53 -196.36 4.27 0.00 2.26 119.78

113 17 -2.99 297.31 -13.44 0.00 -1.47 -31.40 18 2.99 -243.55 13.44 0.00 7.12 144.98

114 17 -3.20 319.25 -3.92 0.00 -0.43 -33.90 18 3.20 -265.49 3.92 0.00 2.07 156.70

115 17 -2.99 297.31 -32.57 0.00 -3.58 -31.40 18 2.99 -243.55 32.57 0.00 17.26 144.98

116 17 -2.53 250.12 -4.27 0.00 -0.47 -26.02 18 2.53 -196.36 4.27 0.00 2.26 119.78

i 117 17 -2.99 297.31 -9.45 0.00 -1.04 -31.40 18 2.99 -243.55 9.45 0.00 5.00 144.98 1 17 103 18 5.47 -405.70 0.00 0.00 0.00 -321.53

19 -5.47 459.46 0.00 0.00 0.00 139.85 1 I 104 18 -15.63 -698.89 0.00 0.00 0.00 -551.46

I 19 15.63 752.65 0.00 0.00 0.00 246.63 105 18 6.62 -534.94 0.00 0.00 0.00 -417.40 19 -6.62 588.70 0.00 0.00 0.00 181.43

106 18 -21.37 -868.11 0.00 0.00 0.00 -687.81 19 21.37 921.87 0.00 0.00 0 00 311.92

107 13 -23.01 -951.43 0.00 0.00 0.00 -749.63 19 23.01 1005.19 0.00 0.00 0.00 338.74

108 18 5.47 -405.70 0.00 0.00 0.00 -321.53 19 -5.47 459.46 0.00 0.00 0.00 139.85

109 18 -14.58 -664.85 0.00 0.00 0 00 -524.46 19 14.58 718.61 0.00 0.00 0.00 233.93

110 18 -8 64 -795.48 0.00 0.00 0 00 -628.87 19 8.64 849.24 0.00 000 0.00 283.48

111 18 32.18 -281.80 0.00 0.00 0 00 -216.99 19 -32.18 335.56 0.00 0.00 0.00 87.34

112 18 4 44 -384.60 9.93 0.00 -7 53 -305.01 19 -4.44 438.36 -9.93 0.00 3.36 132.18

I 113 18 5.25 -473.24 31.24 0 00 -23.70 -370 77 19 -5.25 527.00 -31 24 0 00 10 58 160 72

I

1 114 18 562 -514.47 910 0.00 -691 -40136 19 -5.62 56823 -910 000 308 17399 I

I

I I




115 18 5.25 -473.24 75.43 0 00 -57.20 -370.77 19 -5.25 527.00 -75.43 0.00 25.52 160.72

116 18 4.44 -384.60 9.93 0.00 -7.53 -305.01 I 19 -4.44 438.36 -9.93 0.00 3.36 132.18

117 18 5.25 -473.24 21.98 0.00 -16.67 -370.77 19 -5.25 527.00 -21.98 0.00 7.44 160.72

18 103 19 3.21 -227.89 0.00 0.00 0.00 -139.85 20 -3.21 281.65 0.00 0.00 0.00 32.85

104 19 -9.16 -417.94 0.00 0.00 0.00 -246.63 20 9.16 471.70 0.00 0.00 0.00 59.81

105 19 3.88 -303.77 0.00 0.00 0.00 -181.43 20 -3.88 357.53 0.00 0.00 0.00 42.56

106 19 -12.52 -532.88 0.00 0.00 0.00 -311.92 20 12.52 586.64 0.00 0.00 0.00 76.82

107 19 -13.49 -581.82 0.00 0.00 0.00 -338.74 20 13.49 635.58 0.00 0.00 0.00 83.09

I 108 19 3.21 -227.89 0.00 0.00 0.00 -139.85 20 -3.21 281.65 0.00 0.00 0.00 32.85 ~

109 19 -8.54 -395.44 0.00 0.00 0.00 -233.93 20 8.54 449.20 0.00 0.00 0.00 56.56

110 19 -5.07 -482.94 0.00 0.00 0.00 -283.48 I 20 5.07 536.70 0.00 0.00 0.00 69.35

I 111 19 18.86 -136.97 0.00 0.00 0.00 -87.34 , 20 -18.86 190.73 0.00 0.00 0.00 18.53 I 112 19 2.60 -214.24 6.07 0.00 -3.36 -132.18 I 20 -2.60 268.00 -6.07 0.00 0.81 30.91

I 113 19 3.08 -266.31 19.10 0.00 -10.58 -160.72 20 -3.08 320.07 -19.10 0.00 2.56 37 58 114 19 3.30 -290.53 5.56 0.00 -3.08 -173.99

20 -3.30 344.29 -5.56 0.00 0.75 40.68 115 19 3.08 -266.31 48.08 0.00 -25.52 -160.72

20 -308 320.07 -46.38 0.00 6.17 37.58 116 19 2.60 -214.24 6.07 0.00 -3.36 -132.18

20 -2 60 268.00 -6.07 0.00 0 81 30 91 I 117 19 3.08 -266.31 13.44 0.00 -7 44 -160.72

20 -3.08 320.0.7 -13.44 0.00 1.80 37 58

1 19 103 20 1.05 -59.26 0.00 0.00 0 00 -32.85 21 -105 109.18 0.00 0.00 0.00 000

I 104 20 -3.00 -128.40 0.00 0.00 0.00 -59.81 21 3.00 178.32 0 00 0 00 0 00 000 105 20 127 -84.16 0.00 0.00 000 -42.56

21 -1.27 134.08 0.00 0.00 0.00 0 00 106 20 -4.10 -172.01 000 000 000 -7682

21 4 10 221 93 0.00 0 00 0.00 0 00 I 107 20 -4 42 -188.08 0.00 0 00 0.00 -83 09

21 4 42 238.00 0.00 0 00 0 00 0 00 I I I

I 1 I I

I

I STAAD SPACE -- PAGE NO. 24 I

1

1 MEMBER END FORCES STRUCTURE TYPE = SPACE -----------------



I 108 20 1.05 -59.26 0.00 0.00 0.00 -32.85 21 -1.05 109.18 0.00 0.00 0.00 0.00 1 109 20 -2.80 -120.06 0.00 0.00 0.00 -56.56 I 21 2.80 169.98 0.00 0.00 0 00 0.00 I10 20 -1.66 -152.87 0.00 0.00 0.00 -69.35

21 1.66 202.79 0.00 0.00 0.00 0.00 11 1 20 6.18 -22.55 0.00 0.00 0.00 -18.53

21 -6.18 72.47 0.00 0.00 0.00 0 00 112 20 0.85 -54.30 2.09 0.00 -0.81 -30.91

1 1 21 -0.85 104.22 -2.09 0.00 0.00 0.00 I 113 20 1.01 -71.40 6.56 0.00 -2.56 -37.58

i 21 -1.01 121.32 -6.56 0.00 0.00 0.00 114 20 1.08 -79.35 1.91 0.00 -0.75 -40.68 21 -1.08 129.27 -1.91 0.00 0.00 0.00

115 20 1.01 -71.40 15.82 0.00 -6.17 -37.58 1 21 -1.01 121.32 -15.82 0.00 0.00 0.00

116 20 0.85 -54.30 2.09 0.00 -0.81 -30.91 I 21 -0.85 104.22 -2.09 0.00 0.00 0.00

117 20 1.01 -71.40 4.61 0.00 -1.80 -37.58 21 -1.02 121.32 -4.61 0.00 0.00 0.00

20 103 3 518.77 17.32 0.00 0.00 0.00 51.09 1 22 -445.75 -17.32 0.00 0.00 0.00 0.00 I 104 3 585.91 -142.80 0.00 0.00 0.00 -421.26

22 -512.90 142.80 0.00 0.00 0.00 0.00 105 3 677.91 16.81 0.00 0.00 0.00 49.58

22 -604.89 -16.81 0.00 0.00 0.00 0 00 106 3 423.01 -129.09 0.00 0.00 0.00 -380.82

I 22 -349.99 129.09 0.00 0.00 0.00 0.00

I

107 3 545.73 -156.51 0.00 0.00 0.00 -461.70 22 -472.72 156.51 0.00 0.00 0.00 0.00

108 3 518.77 17.32 0.00 0.00 0.00 51.09 22 -445.75 -17.32 0.00 0.00 0.00 0.00

109 3 602.40 -142.80 0.00 0.00 0.00 -421.26 22 -529.39 142 80 0.00 0.00 0.00 0 00

110 3 264.01 -40.52 0.00 0.00 0.00 -119.54 22 -191.00 40.52 0.00 0.00 0.00 0.00

11 1 3 371.12 190.60 0 00 0.00 0.00 562.28 22 -298.11 -190.60 0 00 0.00 0.00 0 00

112 3 535.26 0 00 -29.82 0.00 170.06 0.00 22 -462.25 0.00 29.82 0.00 -82.08 0.00

113 3 643.55 0 00 -93 82 0.00 535.02 0.00 22 -570 54 0.00 93.82 0.00 -258.24 0 00

114 3 69391 000 -2734 0.00 15588 000 22 -620 90 0 00 27.34 0.00 -75 24 0 00

115 3 64355 000-160.90 0.00 91754 000 22 -570 54 0.00 160.90 0.00 -442 88 0 00

I I i

I 3

*-- -

I i STAADSPACE --PAGE NO. 25 i 1 MEMBER END FORCES STRUCTURE TYPE = SPACE

-----------------

ALL UNITS'ARE -- KN METE


116 3 535.26 0.00 -29.82 0.00 170.06 0.00 22 -462.25 0.00 29.82 0.00 -82.08 0.00

117 3 643.55 0.00 -66.00 0.00 379.1 1 0 00 22 -570.54 0.00 66.00 0.00 -184.41 0.00

1 21 103 23 955.01 17.32 0.00 0.00 0.00 0.00 25 -1005.74 -17.32 0.00 0.00 0.00 35.51

104 23 1216.00 263.84 0.00 0.00 0.00 0.00 1 25 -1266.74 -263.84 0.00 0.00 0.00 540.87

105 23 1276.63 16.81 0.00 0.00 0.00 0.00 25 -1327.37 -16.81 0.00 0.00 0.00 34.46

106 23 1213.40 478.45 0.00 0.00 0.00 0.00 I 25 -1264.14 -478.45 0.00 0.00 0.00 980.82

107 23 1423.01 478.45 0.00 0.00 0.00 0.00 25 -1473.75 -478.45 0.00 0.00 0.00 980.82

108 23 955.01 17.32 0.00 0.00 0.00 0.00 25 -1005.74 -17.32 0.00 0.00 0.00 35.51

i 109 23 1199.51 229.20 0.00 0.00 0.00 0.00 I 25 -1250.25 -229.20 0.00 0.00 0.00 469.86 I 110 23 1209.76 380.08 0.00 0.00 0.00 0.00

25 -1260.50 -380.08 0.00 0.00 0.00 779.16 I 11 1 23 1102.65 -230.00 0.00 0.00 0.00 0.00 I 25 -1 153.39 230.00 0.00 0.00 0.00 -471.49 112 23 938.51 0.00 29.82 0.00 82.08 0.00 I 25 -989.25 0.00 -29.82 0.00 -143.22 0.00 113 23 1158.36 0.00 93.82 0.00 258.24 0.00 I

i 25 -1209.10 0.00 -93.82 0.00 -450.58 0.00 114 23 1260.62 0.00 27.34 0.00 75.24 0.00 I I

25 -1311.36 0.00 -27.34 0.00 -131.28 0.00 115 23 1158.36 0.00 216.35 0.00 595.50 0.00

25 -1209 10 0.00 -216.35 0.00 -1039.02 0.00 116 23 938.51 0.00 29.82 0.00 82.08 0.00 I - .-he. z5 -989.25 o.oo -29.82 o.oO -143.22 o.oo 117 23 1158.36 0.00 66.00 0.00 184.41 0 00

25 -1209 10 0.00 -66.00 0 00 -319.71 0.00

22 103 25 812.09 10.86 0.00 0.00 0.00 -189 81 18 -834.37 -10.86 0.00 0.00 0 00 199.58

104 25 1241.98 -31.01 0.00 0.00 0.00 -428 37 . 1 18 -1264.25 31.01 0.00 0.00 0 00 400.45 I 105 25 1063.03 13.13 0.00 0.00 0.00 -246.77 18 -1085 31 -13 13 0.00 0.00 0.00 258 59

106 25 1449 28 -42.39 0.00 0.00 0.00 -574.18 18 -1471.55 42.39 0.00 0.00 0.00 536 03

107 25 1610 89 -45.66 0.00 0.00 0.00 -615.24

1 18 -1633 16 45.66 0 00 0 00 0 00 574.15 108 25 81209 1086 0.00 000 000 -189.81 I 18 -83437 -1086 000 000 0.00 19958 I i I I I

I I I

-A"..""----- -- -- A


I MEMBER END FORCES STRUCTURE TYPE = SPACE -----------------



109 25 1195 48 -28.92 0.00 0 00 0 00 -401 52 18-1217.75 28.92 0.00 0.00 0.00 375.49

110 25 1364.98 -17.15 0.00 0.00 0.00 -491.02 18 -1387.25 17.15 0.00 0.00 0.00 475.59

11 1 25 713.02 63.85 0.00 0.00 0.00 -17.52

I 18 -735.29 -63.85 0.00 0.00 0.00 74.99 112 25 780.95 8.82 17.74 5.27 140.55 -177.29 1 18 -803.22 -8.82 -17.74 -5.27 -156.52 185.23 I 113 25 952.85 10.41 55.82 16.59 442.20 -216.42 18 -975.12 -10.41 -55.82 -16.59 -492.44 225.79

114 25 1032.81 11.16 16.26 4.83 128.84 -234.62 18 -1055.08 -11.16 -16.26 -4.83 -143.48 244.66

I 115 25 952.85 10.41 134.95 39.95 1019.59 -216.42

: 18 -975.12 -10.41 -134.95 -39.95 -1 141.05 225.79 '. 116 25 780.95 8.82 .,17.74 5.27 140.55 -177.29 18 -803.22 "-8.2 -1z.74 -5.27 -156.52 185.23

117 25 952.85 m.41 39.26 11.67 313.77 -216.42 18 -975.12 -10.41 -39.26 -11.67 -349.10 225.79

23 103 24 212.61 6.46 0.00 0.00 0.00 -166.64 13 -234.89 -6.46 0.00 0.00 0.00 172.46

104 24 43.72 294.85 0.00 0.00 0 00 -166.60 13 -65.99 -294.85 0.00 0.00 0.00 431.97

105 24 283.29 3.67 0.00 0.00 0.00 -220.31 13 -305.57 -3.67 0.00 0.00 0.00 223.62

106 24 -166.18 520.84 0.00 0.00 0.00 -129.10 13 143.91 -520.84 0.00 0.00 0.00 597.86

107 24 -118.18 524.11 0.00 0.00 0.00 -163.88 1 13 95.90 -524.11 0.00 0.00 0.00 635.58 i 108 24 212.61 6.46 0.00 0.00 0.00 -166.64

13 -234.89 -6.46 0.00 0.00 0.00 172.46

I 109 24 73.73 258.12 0.00 0.00 0.00 -169.85 13 -96.01 -258.12 0.00 0.00 0.00 402.16 1 110 24 -85.52 397.23 0.00 000 0.00 -138.04 ! 13 63 25 -397.23 0.00 0.00 0.00 495.55

I 11 1 24 459.33 -293.84 0.00 0.00 0.00 -221.75 13 -481.61 293.84 0.00 0 00 0 00 -42.71 112 24 227.26 -8.82 12.08 13 81 2.66 -166 80 13 -249.54 8.82 -12.08 -13 81 -13 53 158.87

113 24 275.21 -10.41 38.00 43.45 8.38 -203.43 13 -297.48 10.41 -38.00 -43.45 -42.58 194.06

114 24 29751 -11.16 11.07 12.66 244 -22047 13 -319.79 11 16 -11.07 -12.66 -12.41 210 43

115 24 275.21 -10.41 81.40 88 66 19 42 -203.43 13 -297 48 10.41 -81.40 -88 66 -92 68 194 06

116 24 22726 -882 1208 1381 266 -166.80

I 13 -24954 8.82 -1208 -1381 -1353 15887 I i

I I I





117 24 275.21 -10.41 26.74 30.58 5.94 -203.43 13 -297.48 10.41 -26.74 -30.58 -30.01 194.06

24 103 24 -6.46 212.61 0.00 000 0.00 166.64 25 6.46 -193.65 0.00 0.00 0.00 154.30

104 24 -294.85 43.72 0.00 0.00 0.00 166.60 25 294.85 -24.76 0.00 0.00 0.00 -112.51

105 24 -3.67 283.29 0.00 0.00 0.00 220.31 25 3.67 -264.33 0.00 0.00 0.00 212.32

106 24 -520.84 -166.18 0.00 0.00 0.00 129.10 I 25 520.84 185.14 0.00 0.00 0.00 -406.64 I 107 24 -524.11 -118.18 0.00 0.00 0.00 163.88 1 25 524.11 137.14 0.00 0.00 0.00 -365.58 I 108 24 -6.46 212.61 Q Q O 0.00 0.00 166.64 L--

25 6.46 -193.65 0.00 0.00 0.00 154.30 1 ) 109 24 -258.12 73.73 0.00 0.00 0.00 169.85

\ 25 258.12 -54.77 0.00 0.00 0.00 -68.34 I < 110 24 -397.23 -85.52 0.00 0.00 0.00 138.04 " ', 25 397.23 104.48 0.00 0.00 0.00 -288.14

11 2 24 293.84 459.33 0.00 0.00 0.00 221.75 25 -293.84 -440.37 0.00 0.00 0.00 489.01

i 112 24 8.82 227.26 -12.08 -2.66 13.81 166.80 25 -8.82 -208.30 12.08 2.66 5.27 177.29

113 24 10.41 275.21 -38.00 -8.38 43.45 203.43 - 25 -10.41 -256.25 38.00 8.38 16.59 216.42

'4 24 11.16 297.51 -11.07 -2.44 12.66 220.47 25 -1 1.16 -278.55 11.07 2.44 4.83 234.62

115 -74 10.41 275.21 -81.40 -19.42 88.66 203.43 25 *-20.41 -256 25 81.40 19.42 39.95 216.42

116 24 8.82 227.26 -12.08 -2.66 13.81 166.80 25 -8.82 -208.30 12.08 2.66 5 27 177.29

117 24 10144 275.21 -26.74 -5.94 30 58 203 43 25 -1Q.hI -256.25 26.74 5.94 11.67 216 42

4..

rC

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************** END OF LATEST ANALYSIS RESULT **************

153. FINISH

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