Method of Design Cantilever Erection

8/14/2019 Method of Design Cantilever Erection

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DESIGN OF LINK ARRANGEMENT AND BUFFER

FOR

CANTILEVER ERECTION

92M SPAN STEEL BRIDGE

EAST COAST RAILWAY

RAIL VIKAS NIGAM LIMITEDPMC : WILBUR SMITH ASSOCIATES LTD

CONTRACTOR : HCIL ADHI KARYA ARSS (JV)Construction of Doubling railway line between Barang-Rajathgarh, Barang-Cuttack,and

3rd Line Between Barang-Khurda Road

PROJPROJPROJPROJ

PROJPROJPROJPROJ

PROJPROJPROJPROJ

PROJPROJPROJPROJ


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ARRANGEMENT OF LINK AND BUFFER

Ref. drg. No. 9114/E/DD-22-101 (ALT-1) (R5)

c/c of pier : 93231 mm

c/c of bearing : 92000 mm

c/c of bearing at pier = 93231 92000 = 1231 mm

Distance between U15 and U1 = 2 x 5750 + 1231 = 12731 mm

EXTENSION PIECE

Max erection force = 1255.2 t ~ 1256 t

Try 2PL 680x20 + 1PL 680x16 (Yst=36 kg/mm2) with each gusset

Gross area = 4x68x2 + 2x68x1.6 = 761.6 cm2

Holes =10x(2+2+1.6)x2.35 = 131.6 cm2

= 630.0 cm2


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Tension allowed = 630x2130x1.25 = 1677 t > 1256 t ok

EXTENSION PIECE ACROSS PIN HOLE

Net area req :

=

cm2Try 2 additional plate 660x12 and 660x10 with each gusset

with 250 pin

Gross area of main section = 761.6 cm2

Add. PL 2x66x(1.2+1) = 290.4 cm2

= 1052.0 cm2

Deduction for holes

2x25x7.8 =-390.00 cm2

8x7.8x2.15 =-134.16 cm2

= 527.84 cm2 > 475cm2 ok

Longitudinal net sectional are to be provided to additional

plate beyond pin holes

= 2xbx7.8 = 475 cm2 b=30.5 cm

Hence b1 (min) req

= 30.5+2x2.15+25/2 = 47.3 cm provide b1 = 500mm

LINK

Pmax = 1255.2 t ~ 1256 t

Try 2PL 680x20 + 1PL 680x16 (Yst=36 kg/mm2) with each gusset

Gross area = 4x68x2 + 2x68x1.6 = 761.6 cm2

Holes =10x(2+2+1.6)x2.35 = 131.6 cm2

= 630.0 cm2

Tension allowed = 630x2130x1.25 = 1677 t > 1256 t ok


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LINK ACROSS PIN HOLE

Gross area of main section = 761.6 cm2

Add. PL 2x66x(1.2+1) = 290.4 cm2

= 1052.0 cm2

Deduction for holes

2x25x7.8 =-390.00 cm2

8x7.8x2.35 =-146.64 cm2

= 515.36 cm2

> 475cm2 ok

Longitudinal net sectional are to be provided to additional plate

beyond pin holes

= 2xbx7.8 = 475 cm2

b=30.5 cm

Hence b1 (min) req

= 30.5+2x2.15+25/2 = 47.3 cm provide b1 = 500mm


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LINK PIN

Material : carbon steel class 4 to IS-1875 or equivalent

LINK ARRANGEMENT (IN PLAN)

e =

+ 4 = 90 mm

w1 = ( x 1256)/ 9.4 =66.81 t/cm

w2 = ( x 1256)/ 7.8 = 80.51t/cm

Try 250 mm dia pin

B.M = (66.81 x 9.4) x 9.0 80.51 x

= 5655 612 = 5043 t.cm

Bending Stress =

= (5043 x 1000)/( x 253/32) =3287 kg/cm2 < 2990 (table 1 ) x 1.25 (ok)

Shear stress on pin = 1256000/(2 x /4 x 252) = 1279 kg/cm2 < 1420 x 1.25 (ok) (table 1)

Min. bearing area provided on each side of pin = 7.8 cm x 25.0 cm = 195 cm

2

Bearing Stress on H.T.S Steel plate = 1256000/(2x195) = 3220 kg/cm2 < 2600 (table 1) x 1.25=3250

kg/cm2


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BUFFER SLAB

Material : Grade 58HTC to I.S 961 or equivalent with st = 35 kg/mm2

Try 1000 mm wide x 900 mm high slab

Let t = thickness in mm.

Length of line contract from buffer = 650 mm

Total buffer force = 1192 t (phase 2)

w = 1192/100 = 11.92 t/cmMA = (11.92 x 17.5

2

) / 2 = 1825.25 t.cm

RA = 1192/2 = 596.1 t

MC = 596.1 x 32.5 11.92 x (502/2) = 19373 14900 = 4470 t.cm

Allowable bending stress

= 2280 x 1.25 = 2850 kg/cm2

=2.88 t/cm

2

t =

=

= 10.22 cm, Provide t= 100 mm


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BUFFER

Let L= contact length of buffer = 650 mm (Ref. cl. 3.12.3 of steel Bridge code)

Allowable working load per unit length of roller = 0.8 D kg/mm length

Where D = diameter of roller in mm

= 0.8D

Or D = (1192 x 1000) / (0.8 x 650) = 2292 mm

Provide D = 2300 mm ( i.e radius = 1150 mm)

Check bottom chord area in bearing

Gross area of bottom chord (L0 L1) = 420 cm2 ( increased section area )

Bearing stress ( on H.T.S material of main bridge )

= 1192000/420 = 2838 kg / cm2

< 2600 * 1.25 = 3250 kg / cm2

( Table II for H.T.S steel ) ok

Check Link member for crane load

Span 6.5 m

A . Crane wheel load = 7.0 t per wheel

B . UDL

Self weight of link : 4 x 0.68 x 157.0 + 2 x 0.68 x 125.6 = 598 kg / m

Self weight of track : 0.46 / 5.75 = 80 kg / m

= 678 kg / m ~ 0.7 t/m


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Section used for link :

4PL 680 x 20 + 2PL 680 x 16 (HTS)

I xx = (4 x 2.0 + 2.0 x 1.6) x 683

/ 12 = 293470 cm4

Zxx = 293470 / 34.0 = 8631 cm3

B.M = 7.0 x + 0.7 x

=11.38 + 3.7 = 15.08 tm

Bending Stress = (15.08 x 105) / 8631 = 175 kg/cm

2< (2250 kg/cm

2(for HTS) x 1.25 (erection) ok.

LINK PROP

Loads :

Crane wheel = 7.0 ton

Crack Track 0.7 t/m x 6.5 m = 4.6 ton

Self wt.say 2/ mc-300 = 2 x 12.25 m @ 35.8 kg/m = 0.9 ton

= 12.5 ton

Area = 2 x 45.64 = 91.28 cm2

r xx = 11.81 cm

l/r = (1.0 x 1225)/11.81 = 104 < 140 (cl.6.2.3)

Ref. Table IV,, Yst = 26 kg/mm2

(P=17.8)

Allowable compression during erection = 91.28 x 0.794 x 1.25 = 90.5 ton > 12.5 ton o.k

Use 2/MC-300


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LINK SHORTENING

As per computer output , enclosed.

Deflection at free end of cantilever span = 106.71 cm

Shortening of link to neutralize this deflection

= * h/L where, = 106.71 cm

h = 12.250 m

L = 92.0 m

= 106.71 x = 14.21 cm .. (1)

Shortening of link to neutralize camber effect of Top chord

= 4 x (5756 5750 ) + 10 x (5758 5750) = 104 mm = 10.4 cm .. (2)

Shortening of link to keep free end at least 150 mm above top of bearing

= 15 cm x m = 1.99 cm 2.0 cm . (3)

Total Shortening

= (1) + (2) + (3)

= 14.21 + 10.4 + 2.0 = 26.61 cm 270 mm

Nominal length of link between pin centers (ref. page 1)

= 12731 2 x 1000 = 10731 mm

Actual length to be fabricated

= 10731 270 = 10461 mm 10470 mm


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Saturday, February 02, 2008, 10:29

PAGE NO. 1

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* Date= FEB 1, 2008 *

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1. STAAD SPACE DXF IMPORT OF ACAD-89 SPAN.DXF

2. START JOB INFORMATION

3. JOB NAME CANTILEVER ERECTION SPAN 92M

4. JOB CLIENT RVNL

5. JOB NO AA

6. JOB PART 0

7. JOB REF 0

8. ENGINEER NAME ADHI T

9. ENGINEER DATE 31-JAN-08

10. END JOB INFORMATION

11. INPUT WIDTH 79

12. OUTPUT WIDTH 118

13. OUTPUT WIDTH 72

14. UNIT METER KG

15. JOINT COORDINATES

16. 1 0 0 0; 2 5.75 0 0; 3 11.5 0 0; 4 17.25 0 0; 6 23 0 0; 7 28.75 0 0

17. 8 34.5 0 0; 9 40.25 0 0; 10 46 0 0; 11 51.75 0 0; 12 57.5 0 0; 13 63.25 0 0

18. 14 69 0 0; 15 74.75 0 0; 16 80.5 0 0; 17 86.25 0 0; 18 92 0 0; 19 97.75 0 0

19. 20 103.5 0 0; 21 109.25 0 0; 22 115 0 0; 23 120.75 0 0; 24 126.5 0 0

20. 25 132.25 0 0; 26 138 0 0; 27 143.75 0 0; 28 149.5 0 0; 29 155.25 0 0

21. 30 161 0 0; 31 166.75 0 0; 32 172.5 0 0; 33 178.25 0 0; 34 184 0 0

22. 35 0 6.25 0; 36 5.75 6.25 0; 37 11.5 6.25 0; 38 23 6.25 0; 39 34.5 6.25 0

23. 40 46 6.25 0; 41 57.5 6.25 0; 42 69 6.25 0; 43 80.5 6.25 0; 44 86.25 6.25 0

24. 45 92 6.25 0; 46 97.75 6.25 0; 47 103.5 6.25 0; 48 115 6.25 0; 49 126.5 6.25 0

25. 50 138 6.25 0; 51 149.5 6.25 0; 52 161 6.25 0; 53 172.5 6.25 0

26. 54 178.25 6.25 0; 55 184 6.25 0; 56 5.75 12.5 0; 57 11.5 12.5 0

27. 58 17.25 12.5 0; 59 23 12.5 0; 60 28.75 12.5 0; 61 34.5 12.5 0

28. 62 40.25 12.5 0; 63 46 12.5 0; 64 51.75 12.5 0; 65 57.5 12.5 0

29. 66 63.25 12.5 0; 67 69 12.5 0; 68 74.75 12.5 0; 69 80.5 12.5 0

30. 70 86.25 12.5 0; 71 92 12.5 0; 72 97.75 12.5 0; 73 103.5 12.5 0

31. 74 109.25 12.5 0; 75 115 12.5 0; 76 120.75 12.5 0; 77 126.5 12.5 0

32. 78 132.25 12.5 0; 79 138 12.5 0; 80 143.75 12.5 0; 81 149.5 12.5 0

33. 82 155.25 12.5 0; 83 161 12.5 0; 84 166.75 12.5 0; 85 172.5 12.5 0

34. 86 178.25 12.5 0

35. MEMBER INCIDENCES

36. 1 1 2; 2 2 3; 3 3 4; 5 6 7; 6 7 8; 7 8 9; 8 9 10; 9 10 11; 10 11 12; 11 12 13

37. 12 13 14; 13 14 15; 14 15 16; 15 16 17; 16 17 18; 17 18 19; 18 19 20; 19 20 21

38. 20 21 22; 21 22 23; 22 23 24; 23 24 25; 24 25 26; 25 26 27; 26 27 28; 27 28 29

39. 28 29 30; 29 30 31; 30 31 32; 31 32 33; 32 33 34; 33 1 35; 34 2 36; 35 3 37

40. 36 6 38; 37 8 39; 38 10 40; 39 12 41; 40 14 42; 41 16 43; 42 17 44; 43 18 45

41. 44 19 46; 45 20 47; 46 22 48; 47 24 49; 48 26 50; 49 28 51; 50 30 52; 51 32 53


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DXF IMPORT OF ACAD-89 SPAN.DXF -- PAGE NO. 2

42. 52 33 54; 53 34 55; 54 36 56; 55 35 56; 56 56 57; 57 57 58; 58 58 59; 59 59 60

43. 60 60 61; 61 61 62; 62 62 63; 63 63 64; 64 64 65; 65 65 66; 66 66 67; 67 67 68

44. 68 68 69; 69 69 70; 70 70 71; 71 71 72; 72 72 73; 73 73 74; 74 74 75; 75 75 76

45. 76 76 77; 77 77 78; 78 78 79; 79 79 80; 80 80 81; 81 81 82; 82 82 83; 83 83 84

46. 84 84 85; 85 85 86; 86 86 55; 87 35 2; 88 2 37; 89 37 4; 90 4 38; 91 38 7

47. 92 7 39; 93 39 9; 94 9 40; 95 40 11; 96 11 41; 97 41 13; 98 13 42; 99 42 15

48. 100 15 43; 101 43 17; 102 17 45; 103 45 19; 104 19 47; 105 47 21; 106 21 48

49. 107 48 23; 108 23 49; 109 49 25; 110 25 50; 111 50 27; 112 27 51; 113 51 29

50. 114 29 52; 115 52 31; 116 31 53; 117 53 33; 118 33 55; 119 37 57; 120 38 59

51. 121 39 61; 122 40 63; 123 41 65; 124 42 67; 125 43 69; 126 44 70; 127 45 71

52. 128 46 72; 129 47 73; 130 48 75; 131 49 77; 132 50 79; 133 51 81; 134 52 83

53. 135 53 85; 136 54 86; 137 35 36; 138 56 37; 139 37 58; 140 58 38; 141 38 60

54. 142 60 39; 143 39 62; 144 62 40; 145 40 64; 146 64 41; 147 41 66; 148 66 42

55. 149 42 68; 150 68 43; 151 43 70; 152 70 45; 153 45 72; 154 72 47; 155 47 74

56. 156 74 48; 157 48 76; 158 76 49; 159 49 78; 160 78 50; 161 50 80; 162 80 51

57. 163 51 82; 164 82 52; 165 52 84; 166 84 53; 167 53 86; 168 4 6; 169 55 54

58. 170 44 45; 171 45 46

59. UNIT MMS KG

60. DEFINE MATERIAL START

61. ISOTROPIC STEEL

62. E 20904.2

63. POISSON 0.3

64. DENSITY 7.83341E-006

65. ALPHA 6.5E-006

66. DAMP 0.03

67. END DEFINE MATERIAL

68. CONSTANTS

69. MATERIAL STEEL MEMB 1 TO 3 5 TO 171

70. START USER TABLE

71. TABLE 1

72. UNIT METER KG

73. PRISMATIC

74. L0-L1

75. 0.042 0.00300535 0.003635 5.227E-006 0 0 0.75 0.65

76. L3-L5

77. 0.0466 0.002876 0.004157 3.101E-006 0 0 0.75 0.65

78. L5-L7

79. 0.0544 0.00315055 0.00484085 4.362E-006 0 0 0.75 0.65

80. L7-L9

81. 0.0568 0.003456 0.004977 5.06161E-006 0 0 0.75 0.65

82. U1-U3

83. 0.03956 0.00273966 0.00291664 3.75952E-006 0 0 0.7 0.65

84. U3-U5

85. 0.030416 0.00212652 0.00224754 1.73941E-006 0 0 0.7 0.65

86. U5-U7

87. 0.037088 0.00255131 0.00283797 2.97484E-006 0 0 0.7 0.65

88. U7-U9

89. 0.03956 0.00273966 0.00291664 3.75952E-006 0 0 0.7 0.65

90. M0-L0

91. 0.0702 0.00390456 0.00557558 8.78136E-006 0 0 0.7 0.65

92. M0-U1

93. 0.027912 0.0019362 0.00216577 1.26135E-006 0 0 0.7 0.65

94. VERT

95. 0.0113 2.60942E-005 0.000720414 3.54516E-007 0 0 0.25 0.65

96. DIL0-L3

97. 0.0224 0.000524766 0.00183019 1.79125E-006 0 0 0.4 0.65


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98. DIL3-L5

99. 0.0168 0.000399066 0.00139836 7.57914E-007 0 0 0.4 0.65

100. DIL5-L8

101. 0.014 0.000334867 0.00117612 4.38745E-007 0 0 0.4 0.65

102. LINK

103. 0.07616 0.0029347 0.0067379 8.56867E-006 0 0 0.68 0.65

104. END

105. UNIT MMS KG

106. MEMBER PROPERTY AMERICAN

107. 1 TO 3 14 TO 19 30 TO 32 UPTABLE 1 L0-L1

108. 5 12 13 20 21 28 29 168 UPTABLE 1 L3-L5

109. MEMBER PROPERTY AMERICAN

110. 6 7 10 11 22 23 26 27 UPTABLE 1 L5-L7

111. 8 9 24 25 UPTABLE 1 L7-L9

112. 56 57 68 69 72 73 84 85 UPTABLE 1 U1-U3

113. 58 59 66 67 74 75 82 83 UPTABLE 1 U3-U5

114. 60 61 64 65 76 77 80 81 UPTABLE 1 U5-U7

115. 62 63 78 79 UPTABLE 1 U7-U9

116. 33 43 53 UPTABLE 1 M0-L0

117. 55 86 152 153 UPTABLE 1 M0-U1

118. 34 TO 42 44 TO 52 54 119 TO 126 128 TO 137 169 TO 171 UPTABLE 1 VERT

119. 87 TO 89 100 TO 105 116 TO 118 138 139 150 151 154 155 166 -

120. 167 UPTABLE 1 DIL0-L3

121. 90 91 98 99 106 107 114 115 140 141 148 149 156 157 164 165 UPTABLE 1 DIL3-L5

122. 92 TO 97 108 TO 113 142 TO 147 158 TO 163 UPTABLE 1 DIL5-L8

123. 70 71 127 UPTABLE 1 LINK

124. SUPPORTS

125. 1 PINNED

126. 18 FIXED BUT FX MX MY MZ

127. UNIT METER KG

128. MEMBER TRUSS

129. 1 TO 3 5 TO 171

130. UNIT MMS KG

131. LOAD 1 LOAD 1 DEAD LOAD

132. SELFWEIGHT Y -1

133. LOAD 2 LOAD 2 ERECTION

134. JOINT LOAD

135. 1 18 FY -6320

136. 2 TO 4 6 TO 17 FY -12640

137. 19 TO 28 FY -12340

138. 29 FY -14570

139. 30 FY -21800

140. 31 FY -21110

141. 32 FY -11120

142. 33 FY -9620

143. 34 FY -4410

144. UNIT METER KG

145. LOAD COMB 3 LOAD COMBINATION

146. 1 1.0 2 1.0

147. UNIT MMS KG

148. PERFORM ANALYSIS


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P R O B L E M S T A T I S T I C S

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

NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 85/ 170/ 2

ORIGINAL/FINAL BAND-WIDTH= 34/ 4/ 30 DOF

TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 505

SIZE OF STIFFNESS MATRIX = 16 DOUBLE KILO-WORDS

REQRD/AVAIL. DISK SPACE = 12.4/ 25300.5 MB, EXMEM = 520.2 MB

ZERO STIFFNESS IN DIRECTION 4 AT JOINT 1 EQN.NO. 1

LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED.

THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR

EFFECTIVELY RELEASED IN THIS DIRECTION.












**WARNING - THERE WERE MORE THAN 12 DOF WITH ZERO STIFFNESS.

THE FIRST 12 ARE LISTED ABOVE.

TOTAL # TRANSLATIONAL= 83 TOTAL # ROTATIONAL= 255

149. PRINT ANALYSIS RESULTS


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JOINT DISPLACEMENT (CM RADIANS) STRUCTURE TYPE = SPACE

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

JOINT LOAD X-TRANS Y-TRANS Z-TRANS X-ROTAN Y-ROTAN Z-ROTAN

1 1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2 1 0.0000 0.2373 0.0000 0.0000 0.0000 0.0000

2 0.0000 0.4570 0.0000 0.0000 0.0000 0.0000

3 0.0000 0.6944 0.0000 0.0000 0.0000 0.0000

3 1 -0.0060 0.4833 0.0000 0.0000 0.0000 0.0000

2 -0.0142 0.9161 0.0000 0.0000 0.0000 0.0000

3 -0.0202 1.3994 0.0000 0.0000 0.0000 0.0000

4 1 -0.0120 0.7428 0.0000 0.0000 0.0000 0.0000

2 -0.0284 1.4176 0.0000 0.0000 0.0000 0.0000

3 -0.0403 2.1604 0.0000 0.0000 0.0000 0.0000

6 1 -0.0308 1.0129 0.0000 0.0000 0.0000 0.0000

2 -0.0663 1.9287 0.0000 0.0000 0.0000 0.0000

3 -0.0971 2.9416 0.0000 0.0000 0.0000 0.0000

7 1 -0.0496 1.2741 0.0000 0.0000 0.0000 0.0000

2 -0.1043 2.4347 0.0000 0.0000 0.0000 0.0000

3 -0.1539 3.7088 0.0000 0.0000 0.0000 0.0000

8 1 -0.0831 1.5422 0.0000 0.0000 0.0000 0.0000

2 -0.1697 2.9445 0.0000 0.0000 0.0000 0.0000

3 -0.2528 4.4867 0.0000 0.0000 0.0000 0.0000

9 1 -0.1165 1.7806 0.0000 0.0000 0.0000 0.0000

2 -0.2351 3.4034 0.0000 0.0000 0.0000 0.0000

3 -0.3516 5.1840 0.0000 0.0000 0.0000 0.0000

10 1 -0.1710 2.0061 0.0000 0.0000 0.0000 0.0000

2 -0.3409 3.8351 0.0000 0.0000 0.0000 0.0000

3 -0.5119 5.8412 0.0000 0.0000 0.0000 0.0000

11 1 -0.2255 2.1635 0.0000 0.0000 0.0000 0.0000

2 -0.4468 4.1363 0.0000 0.0000 0.0000 0.0000

3 -0.6723 6.2998 0.0000 0.0000 0.0000 0.0000

12 1 -0.3120 2.2988 0.0000 0.0000 0.0000 0.0000

2 -0.6137 4.3949 0.0000 0.0000 0.0000 0.0000

3 -0.9257 6.6936 0.0000 0.0000 0.0000 0.0000

13 1 -0.3985 2.3067 0.0000 0.0000 0.0000 0.0000

2 -0.7806 4.4158 0.0000 0.0000 0.0000 0.0000

3 -1.1791 6.7225 0.0000 0.0000 0.0000 0.0000

14 1 -0.5413 2.2341 0.0000 0.0000 0.0000 0.0000

2 -1.0555 4.2713 0.0000 0.0000 0.0000 0.0000

3 -1.5968 6.5055 0.0000 0.0000 0.0000 0.0000

15 1 -0.6840 1.9247 0.0000 0.0000 0.0000 0.0000

2 -1.3305 3.6857 0.0000 0.0000 0.0000 0.0000

3 -2.0145 5.6104 0.0000 0.0000 0.0000 0.0000

16 1 -0.8962 1.4772 0.0000 0.0000 0.0000 0.0000

2 -1.7391 2.8276 0.0000 0.0000 0.0000 0.0000

3 -2.6353 4.3049 0.0000 0.0000 0.0000 0.0000

17 1 -1.1085 0.6638 0.0000 0.0000 0.0000 0.0000

2 -2.1476 1.2863 0.0000 0.0000 0.0000 0.0000

3 -3.2561 1.9502 0.0000 0.0000 0.0000 0.0000


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


18 1 -1.3765 0.0000 0.0000 0.0000 0.0000 0.0000

2 -2.6603 0.0000 0.0000 0.0000 0.0000 0.0000

3 -4.0368 0.0000 0.0000 0.0000 0.0000 0.0000

19 1 -1.6445 -1.6374 0.0000 0.0000 0.0000 0.0000

2 -3.1730 -3.1190 0.0000 0.0000 0.0000 0.0000

3 -4.8175 -4.7564 0.0000 0.0000 0.0000 0.0000

20 1 -1.8567 -3.1252 0.0000 0.0000 0.0000 0.0000

2 -3.5800 -5.9820 0.0000 0.0000 0.0000 0.0000

3 -5.4367 -9.1071 0.0000 0.0000 0.0000 0.0000

21 1 -2.0689 -4.9789 0.0000 0.0000 0.0000 0.0000

2 -3.9870 -9.5248 0.0000 0.0000 0.0000 0.0000

3 -6.0559 -14.5037 0.0000 0.0000 0.0000 0.0000

22 1 -2.2117 -6.9707 0.0000 0.0000 0.0000 0.0000

2 -4.2592 -13.3475 0.0000 0.0000 0.0000 0.0000

3 -6.4709 -20.3182 0.0000 0.0000 0.0000 0.0000

23 1 -2.3544 -9.1993 0.0000 0.0000 0.0000 0.0000

2 -4.5315 -17.6107 0.0000 0.0000 0.0000 0.0000

3 -6.8859 -26.8100 0.0000 0.0000 0.0000 0.0000

24 1 -2.4409 -11.5084 0.0000 0.0000 0.0000 0.0000

2 -4.6942 -22.0259 0.0000 0.0000 0.0000 0.0000

3 -7.1352 -33.5343 0.0000 0.0000 0.0000 0.0000

25 1 -2.5274 -13.9449 0.0000 0.0000 0.0000 0.0000

2 -4.8569 -26.6694 0.0000 0.0000 0.0000 0.0000

3 -7.3844 -40.6143 0.0000 0.0000 0.0000 0.0000

26 1 -2.5819 -16.4035 0.0000 0.0000 0.0000 0.0000

2 -4.9572 -31.3741 0.0000 0.0000 0.0000 0.0000

3 -7.5391 -47.7776 0.0000 0.0000 0.0000 0.0000

27 1 -2.6364 -18.9302 0.0000 0.0000 0.0000 0.0000

2 -5.0574 -36.2038 0.0000 0.0000 0.0000 0.0000

3 -7.6939 -55.1340 0.0000 0.0000 0.0000 0.0000

28 1 -2.6699 -21.4698 0.0000 0.0000 0.0000 0.0000

2 -5.1146 -41.0309 0.0000 0.0000 0.0000 0.0000

3 -7.7844 -62.5007 0.0000 0.0000 0.0000 0.0000

29 1 -2.7033 -24.0391 0.0000 0.0000 0.0000 0.0000

2 -5.1717 -45.8920 0.0000 0.0000 0.0000 0.0000

3 -7.8750 -69.9311 0.0000 0.0000 0.0000 0.0000

30 1 -2.7221 -26.6015 0.0000 0.0000 0.0000 0.0000

2 -5.1987 -50.7971 0.0000 0.0000 0.0000 0.0000

3 -7.9208 -77.3986 0.0000 0.0000 0.0000 0.0000

31 1 -2.7409 -29.1728 0.0000 0.0000 0.0000 0.0000

2 -5.2256 -55.6300 0.0000 0.0000 0.0000 0.0000

3 -7.9666 -84.8028 0.0000 0.0000 0.0000 0.0000

32 1 -2.7469 -31.7335 0.0000 0.0000 0.0000 0.0000

2 -5.2347 -60.3931 0.0000 0.0000 0.0000 0.0000

3 -7.9816 -92.1266 0.0000 0.0000 0.0000 0.0000

33 1 -2.7529 -34.2807 0.0000 0.0000 0.0000 0.0000

2 -5.2438 -65.1344 0.0000 0.0000 0.0000 0.0000

3 -7.9967 -99.4151 0.0000 0.0000 0.0000 0.0000


17/62


18/62




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


50 1 -0.0387 -16.3960 0.0000 0.0000 0.0000 0.0000

2 -0.1059 -31.3415 0.0000 0.0000 0.0000 0.0000

3 -0.1445 -47.7374 0.0000 0.0000 0.0000 0.0000

51 1 -0.0207 -21.4626 0.0000 0.0000 0.0000 0.0000

2 -0.1079 -40.9982 0.0000 0.0000 0.0000 0.0000

3 -0.1286 -62.4608 0.0000 0.0000 0.0000 0.0000

52 1 -0.0072 -26.5952 0.0000 0.0000 0.0000 0.0000

2 -0.0450 -50.7394 0.0000 0.0000 0.0000 0.0000

3 -0.0522 -77.3346 0.0000 0.0000 0.0000 0.0000

53 1 -0.0028 -31.7278 0.0000 0.0000 0.0000 0.0000

2 -0.1050 -60.3637 0.0000 0.0000 0.0000 0.0000

3 -0.1077 -92.0915 0.0000 0.0000 0.0000 0.0000

54 1 -0.0064 -34.2806 0.0000 0.0000 0.0000 0.0000

2 -0.0788 -65.1370 0.0000 0.0000 0.0000 0.0000

3 -0.0852 -99.4176 0.0000 0.0000 0.0000 0.0000

55 1 -0.0064 -36.8181 0.0000 0.0000 0.0000 0.0000

2 -0.0788 -69.8935 0.0000 0.0000 0.0000 0.0000

3 -0.0852 -106.7116 0.0000 0.0000 0.0000 0.0000

56 1 -0.4952 0.2396 0.0000 0.0000 0.0000 0.0000

2 -0.9530 0.4750 0.0000 0.0000 0.0000 0.0000

3 -1.4482 0.7146 0.0000 0.0000 0.0000 0.0000

57 1 -0.4888 0.4836 0.0000 0.0000 0.0000 0.0000

2 -0.9417 0.9495 0.0000 0.0000 0.0000 0.0000

3 -1.4305 1.4331 0.0000 0.0000 0.0000 0.0000

58 1 -0.4824 0.7397 0.0000 0.0000 0.0000 0.0000

2 -0.9303 1.4438 0.0000 0.0000 0.0000 0.0000

3 -1.4128 2.1835 0.0000 0.0000 0.0000 0.0000

59 1 -0.4540 1.0148 0.0000 0.0000 0.0000 0.0000

2 -0.8778 1.9622 0.0000 0.0000 0.0000 0.0000

3 -1.3318 2.9770 0.0000 0.0000 0.0000 0.0000

60 1 -0.4255 1.2635 0.0000 0.0000 0.0000 0.0000

2 -0.8253 2.4425 0.0000 0.0000 0.0000 0.0000

3 -1.2508 3.7060 0.0000 0.0000 0.0000 0.0000

61 1 -0.3767 1.5443 0.0000 0.0000 0.0000 0.0000

2 -0.7334 2.9779 0.0000 0.0000 0.0000 0.0000

3 -1.1100 4.5222 0.0000 0.0000 0.0000 0.0000

62 1 -0.3278 1.7662 0.0000 0.0000 0.0000 0.0000

2 -0.6414 3.4092 0.0000 0.0000 0.0000 0.0000

3 -0.9693 5.1754 0.0000 0.0000 0.0000 0.0000

63 1 -0.2499 2.0082 0.0000 0.0000 0.0000 0.0000

2 -0.4938 3.8686 0.0000 0.0000 0.0000 0.0000

3 -0.7437 5.8767 0.0000 0.0000 0.0000 0.0000

64 1 -0.1720 2.1398 0.0000 0.0000 0.0000 0.0000

2 -0.3462 4.1267 0.0000 0.0000 0.0000 0.0000

3 -0.5182 6.2665 0.0000 0.0000 0.0000 0.0000

65 1 -0.0453 2.3008 0.0000 0.0000 0.0000 0.0000

2 -0.1054 4.4283 0.0000 0.0000 0.0000 0.0000

3 -0.1507 6.7291 0.0000 0.0000 0.0000 0.0000


19/62




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


66 1 0.0814 2.2597 0.0000 0.0000 0.0000 0.0000

2 0.1355 4.3519 0.0000 0.0000 0.0000 0.0000

3 0.2169 6.6116 0.0000 0.0000 0.0000 0.0000

67 1 0.2997 2.2361 0.0000 0.0000 0.0000 0.0000

2 0.5510 4.3048 0.0000 0.0000 0.0000 0.0000

3 0.8508 6.5409 0.0000 0.0000 0.0000 0.0000

68 1 0.5181 1.8366 0.0000 0.0000 0.0000 0.0000

2 0.9666 3.5517 0.0000 0.0000 0.0000 0.0000

3 1.4847 5.3883 0.0000 0.0000 0.0000 0.0000

69 1 0.7434 1.4775 0.0000 0.0000 0.0000 0.0000

2 1.3967 2.8611 0.0000 0.0000 0.0000 0.0000

3 2.1401 4.3386 0.0000 0.0000 0.0000 0.0000

70 1 0.9688 0.7276 0.0000 0.0000 0.0000 0.0000

2 1.8267 1.4199 0.0000 0.0000 0.0000 0.0000

3 2.7955 2.1475 0.0000 0.0000 0.0000 0.0000

71 1 1.1248 -0.1008 0.0000 0.0000 0.0000 0.0000

2 2.1240 -0.1746 0.0000 0.0000 0.0000 0.0000

3 3.2488 -0.2754 0.0000 0.0000 0.0000 0.0000

72 1 1.2809 -1.5736 0.0000 0.0000 0.0000 0.0000

2 2.4212 -2.9843 0.0000 0.0000 0.0000 0.0000

3 3.7021 -4.5579 0.0000 0.0000 0.0000 0.0000

73 1 1.5063 -3.1249 0.0000 0.0000 0.0000 0.0000

2 2.8500 -5.9493 0.0000 0.0000 0.0000 0.0000

3 4.3563 -9.0742 0.0000 0.0000 0.0000 0.0000

74 1 1.7316 -5.0670 0.0000 0.0000 0.0000 0.0000

2 3.2789 -9.6657 0.0000 0.0000 0.0000 0.0000

3 5.0105 -14.7326 0.0000 0.0000 0.0000 0.0000

75 1 1.9499 -6.9687 0.0000 0.0000 0.0000 0.0000

2 3.6900 -13.3149 0.0000 0.0000 0.0000 0.0000

3 5.6399 -20.2836 0.0000 0.0000 0.0000 0.0000

76 1 2.1683 -9.2463 0.0000 0.0000 0.0000 0.0000

2 4.1010 -17.6605 0.0000 0.0000 0.0000 0.0000

3 6.2693 -26.9068 0.0000 0.0000 0.0000 0.0000

77 1 2.2950 -11.5064 0.0000 0.0000 0.0000 0.0000

2 4.3362 -21.9932 0.0000 0.0000 0.0000 0.0000

3 6.6312 -33.4996 0.0000 0.0000 0.0000 0.0000

78 1 2.4216 -13.9686 0.0000 0.0000 0.0000 0.0000

2 4.5714 -26.6984 0.0000 0.0000 0.0000 0.0000

3 6.9931 -40.6670 0.0000 0.0000 0.0000 0.0000

79 1 2.4996 -16.4014 0.0000 0.0000 0.0000 0.0000

2 4.7107 -31.3415 0.0000 0.0000 0.0000 0.0000

3 7.2103 -47.7429 0.0000 0.0000 0.0000 0.0000

80 1 2.5775 -18.9447 0.0000 0.0000 0.0000 0.0000

2 4.8500 -36.1689 0.0000 0.0000 0.0000 0.0000

3 7.4276 -55.1136 0.0000 0.0000 0.0000 0.0000

81 1 2.6264 -21.4677 0.0000 0.0000 0.0000 0.0000

2 4.9304 -40.9982 0.0000 0.0000 0.0000 0.0000

3 7.5567 -62.4660 0.0000 0.0000 0.0000 0.0000


20/62




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


82 1 2.6752 -24.0497 0.0000 0.0000 0.0000 0.0000

2 5.0107 -45.9151 0.0000 0.0000 0.0000 0.0000

3 7.6859 -69.9648 0.0000 0.0000 0.0000 0.0000

83 1 2.7036 -26.5996 0.0000 0.0000 0.0000 0.0000

2 5.0441 -50.7394 0.0000 0.0000 0.0000 0.0000

3 7.7478 -77.3390 0.0000 0.0000 0.0000 0.0000

84 1 2.7321 -29.1759 0.0000 0.0000 0.0000 0.0000

2 5.0776 -55.5342 0.0000 0.0000 0.0000 0.0000

3 7.8097 -84.7101 0.0000 0.0000 0.0000 0.0000

85 1 2.7385 -31.7332 0.0000 0.0000 0.0000 0.0000

2 5.0797 -60.3637 0.0000 0.0000 0.0000 0.0000

3 7.8182 -92.0969 0.0000 0.0000 0.0000 0.0000

86 1 2.7449 -34.2784 0.0000 0.0000 0.0000 0.0000

2 5.0819 -65.1397 0.0000 0.0000 0.0000 0.0000

3 7.8268 -99.4181 0.0000 0.0000 0.0000 0.0000


21/62



SUPPORT REACTIONS -UNIT KG MMS STRUCTURE TYPE = SPACE

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

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

1 1 0.00 0.00 0.00 0.00 0.00 0.00

2 0.00 -7976.24 0.00 0.00 0.00 0.00

3 0.00 -7976.23 0.00 0.00 0.00 0.00

18 1 0.00 235354.48 0.00 0.00 0.00 0.00

2 0.00 416246.25 0.00 0.00 0.00 0.00

3 0.00 651600.75 0.00 0.00 0.00 0.00


22/62



MEMBER END FORCES STRUCTURE TYPE = SPACE

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

ALL UNITS ARE -- KG MMS

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

1 1 1 0.00 945.88 0.00 0.00 0.00 0.00

2 0.00 945.88 0.00 0.00 0.00 0.00

2 1 0.00 0.00 0.00 0.00 0.00 0.00

2 0.00 0.00 0.00 0.00 0.00 0.00

3 1 0.00 945.88 0.00 0.00 0.00 0.00

2 0.00 945.88 0.00 0.00 0.00 0.00

2 1 2 9154.41 945.88 0.00 0.00 0.00 0.00

3 -9154.41 945.88 0.00 0.00 0.00 0.00

2 2 21648.42 0.00 0.00 0.00 0.00 0.00

3 -21648.42 0.00 0.00 0.00 0.00 0.00

3 2 30802.83 945.88 0.00 0.00 0.00 0.00

3 -30802.83 945.88 0.00 0.00 0.00 0.00

3 1 3 9154.41 945.88 0.00 0.00 0.00 0.00

4 -9154.41 945.88 0.00 0.00 0.00 0.00

2 3 21648.42 0.00 0.00 0.00 0.00 0.00

4 -21648.42 0.00 0.00 0.00 0.00 0.00

3 3 30802.83 945.88 0.00 0.00 0.00 0.00

4 -30802.83 945.88 0.00 0.00 0.00 0.00

5 1 6 31884.02 1049.48 0.00 0.00 0.00 0.00

7 -31884.02 1049.48 0.00 0.00 0.00 0.00

2 6 64324.40 0.00 0.00 0.00 0.00 0.00

7 -64324.40 0.00 0.00 0.00 0.00 0.00

3 6 96208.42 1049.48 0.00 0.00 0.00 0.00

7 -96208.42 1049.48 0.00 0.00 0.00 0.00

6 1 7 66126.52 1225.15 0.00 0.00 0.00 0.00

8 -66126.52 1225.15 0.00 0.00 0.00 0.00

2 7 129355.09 0.00 0.00 0.00 0.00 0.00

8-129355.09 0.00 0.00 0.00 0.00 0.00

3 7 195481.62 1225.15 0.00 0.00 0.00 0.00

8-195481.62 1225.15 0.00 0.00 0.00 0.00

7 1 8 66126.52 1225.15 0.00 0.00 0.00 0.00

9 -66126.52 1225.15 0.00 0.00 0.00 0.00

2 8 129355.09 0.00 0.00 0.00 0.00 0.00

9-129355.09 0.00 0.00 0.00 0.00 0.00

3 8 195481.62 1225.15 0.00 0.00 0.00 0.00

9-195481.62 1225.15 0.00 0.00 0.00 0.00

8 1 9 112523.38 1279.20 0.00 0.00 0.00 0.00

10-112523.38 1279.20 0.00 0.00 0.00 0.00


23/62




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



2 9 218546.28 0.00 0.00 0.00 0.00 0.00

10-218546.28 0.00 0.00 0.00 0.00 0.00

3 9 331069.66 1279.20 0.00 0.00 0.00 0.00

10-331069.66 1279.20 0.00 0.00 0.00 0.00

9 1 10 112523.38 1279.20 0.00 0.00 0.00 0.00

11-112523.38 1279.20 0.00 0.00 0.00 0.00

2 10 218546.28 0.00 0.00 0.00 0.00 0.00

11-218546.28 0.00 0.00 0.00 0.00 0.00

3 10 331069.66 1279.20 0.00 0.00 0.00 0.00

11-331069.66 1279.20 0.00 0.00 0.00 0.00

10 1 11 171099.38 1225.15 0.00 0.00 0.00 0.00

12-171099.38 1225.15 0.00 0.00 0.00 0.00

2 11 330092.19 0.00 0.00 0.00 0.00 0.00

12-330092.19 0.00 0.00 0.00 0.00 0.00

3 11 501191.56 1225.15 0.00 0.00 0.00 0.00

12-501191.56 1225.15 0.00 0.00 0.00 0.00

11 1 12 171099.38 1225.15 0.00 0.00 0.00 0.00

13-171099.38 1225.15 0.00 0.00 0.00 0.00

2 12 330092.19 0.00 0.00 0.00 0.00 0.00

13-330092.19 0.00 0.00 0.00 0.00 0.00

3 12 501191.56 1225.15 0.00 0.00 0.00 0.00

13-501191.56 1225.15 0.00 0.00 0.00 0.00

12 1 13 241829.72 1049.48 0.00 0.00 0.00 0.00

14-241829.72 1049.48 0.00 0.00 0.00 0.00

2 13 465798.56 0.00 0.00 0.00 0.00 0.00

14-465798.56 0.00 0.00 0.00 0.00 0.00

3 13 707628.25 1049.48 0.00 0.00 0.00 0.00

14-707628.25 1049.48 0.00 0.00 0.00 0.00

13 1 14 241829.72 1049.48 0.00 0.00 0.00 0.00

15-241829.72 1049.48 0.00 0.00 0.00 0.00

2 14 465798.56 0.00 0.00 0.00 0.00 0.00

15-465798.56 0.00 0.00 0.00 0.00 0.00

3 14 707628.25 1049.48 0.00 0.00 0.00 0.00

15-707628.25 1049.48 0.00 0.00 0.00 0.00

14 1 15 324072.97 945.88 0.00 0.00 0.00 0.00

16-324072.97 945.88 0.00 0.00 0.00 0.00

2 15 623859.62 0.00 0.00 0.00 0.00 0.00

16-623859.62 0.00 0.00 0.00 0.00 0.00

3 15 947932.56 945.88 0.00 0.00 0.00 0.00

16-947932.56 945.88 0.00 0.00 0.00 0.00

15 1 16 324072.97 945.89 0.00 0.00 0.00 0.00

17-324072.97 945.89 0.00 0.00 0.00 0.00


24/62




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



2 16 623859.62 0.00 0.00 0.00 0.00 0.00

17-623859.62 0.00 0.00 0.00 0.00 0.00

3 16 947932.56 945.89 0.00 0.00 0.00 0.00

17-947932.56 945.89 0.00 0.00 0.00 0.00

16 1 17 409191.94 945.88 0.00 0.00 0.00 0.00

18-409191.94 945.88 0.00 0.00 0.00 0.00

2 17 782857.31 0.00 0.00 0.00 0.00 0.00

18-782857.31 0.00 0.00 0.00 0.00 0.00

3 171192049.12 945.88 0.00 0.00 0.00 0.00

18********** 945.88 0.00 0.00 0.00 0.00

17 1 18 409191.94 945.88 0.00 0.00 0.00 0.00

19-409191.94 945.88 0.00 0.00 0.00 0.00

2 18 782857.31 0.00 0.00 0.00 0.00 0.00

19-782857.31 0.00 0.00 0.00 0.00 0.00

3 181192049.12 945.88 0.00 0.00 0.00 0.00

19********** 945.88 0.00 0.00 0.00 0.00

18 1 19 324073.00 945.88 0.00 0.00 0.00 0.00

20-324073.00 945.88 0.00 0.00 0.00 0.00

2 19 621417.44 0.00 0.00 0.00 0.00 0.00

20-621417.44 0.00 0.00 0.00 0.00 0.00

3 19 945490.50 945.88 0.00 0.00 0.00 0.00

20-945490.50 945.88 0.00 0.00 0.00 0.00

19 1 20 324073.00 945.88 0.00 0.00 0.00 0.00

21-324073.00 945.88 0.00 0.00 0.00 0.00

2 20 621417.44 0.00 0.00 0.00 0.00 0.00

21-621417.44 0.00 0.00 0.00 0.00 0.00

3 20 945490.50 945.88 0.00 0.00 0.00 0.00

21-945490.50 945.88 0.00 0.00 0.00 0.00

20 1 21 241829.77 1049.48 0.00 0.00 0.00 0.00

22-241829.77 1049.48 0.00 0.00 0.00 0.00

2 21 461247.75 0.00 0.00 0.00 0.00 0.00

22-461247.75 0.00 0.00 0.00 0.00 0.00

3 21 703077.50 1049.48 0.00 0.00 0.00 0.00

22-703077.50 1049.48 0.00 0.00 0.00 0.00

21 1 22 241829.77 1049.48 0.00 0.00 0.00 0.00

23-241829.77 1049.48 0.00 0.00 0.00 0.00

2 22 461247.75 0.00 0.00 0.00 0.00 0.00

23-461247.75 0.00 0.00 0.00 0.00 0.00

3 22 703077.50 1049.48 0.00 0.00 0.00 0.00

23-703077.50 1049.48 0.00 0.00 0.00 0.00

22 1 23 171099.41 1225.15 0.00 0.00 0.00 0.00

24-171099.41 1225.15 0.00 0.00 0.00 0.00


25/62




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



2 23 321791.84 0.00 0.00 0.00 0.00 0.00

24-321791.84 0.00 0.00 0.00 0.00 0.00

3 23 492891.25 1225.15 0.00 0.00 0.00 0.00

24-492891.25 1225.15 0.00 0.00 0.00 0.00

23 1 24 171099.41 1225.15 0.00 0.00 0.00 0.00

25-171099.41 1225.15 0.00 0.00 0.00 0.00

2 24 321791.84 0.00 0.00 0.00 0.00 0.00

25-321791.84 0.00 0.00 0.00 0.00 0.00

3 24 492891.25 1225.15 0.00 0.00 0.00 0.00

25-492891.25 1225.15 0.00 0.00 0.00 0.00

24 1 25 112523.41 1279.20 0.00 0.00 0.00 0.00

26-112523.41 1279.20 0.00 0.00 0.00 0.00

2 25 207033.36 0.00 0.00 0.00 0.00 0.00

26-207033.36 0.00 0.00 0.00 0.00 0.00

3 25 319556.78 1279.20 0.00 0.00 0.00 0.00

26-319556.78 1279.20 0.00 0.00 0.00 0.00

25 1 26 112523.41 1279.20 0.00 0.00 0.00 0.00

27-112523.41 1279.20 0.00 0.00 0.00 0.00

2 26 207033.36 0.00 0.00 0.00 0.00 0.00

27-207033.36 0.00 0.00 0.00 0.00 0.00

3 26 319556.78 1279.20 0.00 0.00 0.00 0.00

27-319556.78 1279.20 0.00 0.00 0.00 0.00

26 1 27 66126.55 1225.15 0.00 0.00 0.00 0.00

28 -66126.55 1225.15 0.00 0.00 0.00 0.00

2 27 112988.66 0.00 0.00 0.00 0.00 0.00

28-112988.66 0.00 0.00 0.00 0.00 0.00

3 27 179115.22 1225.15 0.00 0.00 0.00 0.00

28-179115.22 1225.15 0.00 0.00 0.00 0.00

27 1 28 66126.55 1225.15 0.00 0.00 0.00 0.00

29 -66126.55 1225.15 0.00 0.00 0.00 0.00

2 28 112988.66 0.00 0.00 0.00 0.00 0.00

29-112988.66 0.00 0.00 0.00 0.00 0.00

3 28 179115.22 1225.15 0.00 0.00 0.00 0.00

29-179115.22 1225.15 0.00 0.00 0.00 0.00

28 1 29 31884.05 1049.48 0.00 0.00 0.00 0.00

30 -31884.05 1049.48 0.00 0.00 0.00 0.00

2 29 45692.97 0.00 0.00 0.00 0.00 0.00

30 -45692.97 0.00 0.00 0.00 0.00 0.00

3 29 77577.02 1049.48 0.00 0.00 0.00 0.00

30 -77577.02 1049.48 0.00 0.00 0.00 0.00

29 1 30 31884.05 1049.48 0.00 0.00 0.00 0.00

31 -31884.05 1049.48 0.00 0.00 0.00 0.00


26/62




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



2 30 45692.97 0.00 0.00 0.00 0.00 0.00

31 -45692.97 0.00 0.00 0.00 0.00 0.00

3 30 77577.02 1049.48 0.00 0.00 0.00 0.00

31 -77577.02 1049.48 0.00 0.00 0.00 0.00

30 1 31 9154.41 945.89 0.00 0.00 0.00 0.00

32 -9154.41 945.89 0.00 0.00 0.00 0.00

2 31 13831.06 0.00 0.00 0.00 0.00 0.00

32 -13831.06 0.00 0.00 0.00 0.00 0.00

3 31 22985.47 945.89 0.00 0.00 0.00 0.00

32 -22985.47 945.89 0.00 0.00 0.00 0.00

31 1 32 9154.41 945.88 0.00 0.00 0.00 0.00

33 -9154.41 945.88 0.00 0.00 0.00 0.00

2 32 13831.06 0.00 0.00 0.00 0.00 0.00

33 -13831.06 0.00 0.00 0.00 0.00 0.00

3 32 22985.47 945.88 0.00 0.00 0.00 0.00

33 -22985.47 945.88 0.00 0.00 0.00 0.00

32 1 33 0.00 945.88 0.00 0.00 0.00 0.00

34 0.00 945.88 0.00 0.00 0.00 0.00

2 33 0.00 0.00 0.00 0.00 0.00 0.00

34 0.00 0.00 0.00 0.00 0.00 0.00

3 33 0.00 945.88 0.00 0.00 0.00 0.00

34 0.00 945.88 0.00 0.00 0.00 0.00

33 1 1 -945.88 0.00 0.00 0.00 0.00 0.00

35 4382.79 0.00 0.00 0.00 0.00 0.00

2 1 -14296.24 0.00 0.00 0.00 0.00 0.00

35 14296.24 0.00 0.00 0.00 0.00 0.00

3 1 -15242.12 0.00 0.00 0.00 0.00 0.00

35 18679.03 0.00 0.00 0.00 0.00 0.00

34 1 2 257.67 0.00 0.00 0.00 0.00 0.00

36 295.56 0.00 0.00 0.00 0.00 0.00

2 2 -3405.34 0.00 0.00 0.00 0.00 0.00

36 3405.34 0.00 0.00 0.00 0.00 0.00

3 2 -3147.67 0.00 0.00 0.00 0.00 0.00

36 3700.91 0.00 0.00 0.00 0.00 0.00

35 1 3 -1891.77 0.00 0.00 0.00 0.00 0.00

37 2445.00 0.00 0.00 0.00 0.00 0.00

2 3 -12640.00 0.00 0.00 0.00 0.00 0.00

37 12640.00 0.00 0.00 0.00 0.00 0.00

3 3 -14531.77 0.00 0.00 0.00 0.00 0.00

37 15085.00 0.00 0.00 0.00 0.00 0.00

36 1 6 -2098.96 0.00 0.00 0.00 0.00 0.00

38 2652.20 0.00 0.00 0.00 0.00 0.00


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2 39 57279.09 0.00 0.00 0.00 0.00 0.00

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9 -89551.19 315.29 0.00 0.00 0.00 0.00

94 1 9 -36255.20 315.29 0.00 0.00 0.00 0.00

40 36940.62 315.29 0.00 0.00 0.00 0.00

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40 74454.63 0.00 0.00 0.00 0.00 0.00

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40 111395.26 315.29 0.00 0.00 0.00 0.00

95 1 40 40580.86 315.29 0.00 0.00 0.00 0.00

11 -41266.29 315.29 0.00 0.00 0.00 0.00

2 40 73787.86 0.00 0.00 0.00 0.00 0.00

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3 40 114368.72 315.29 0.00 0.00 0.00 0.00

11-115054.15 315.29 0.00 0.00 0.00 0.00

96 1 11 -45249.38 315.29 0.00 0.00 0.00 0.00

41 45934.81 315.29 0.00 0.00 0.00 0.00

2 11 -90963.38 0.00 0.00 0.00 0.00 0.00

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97 1 41 49649.53 315.29 0.00 0.00 0.00 0.00

13 -50334.96 315.29 0.00 0.00 0.00 0.00

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13 -91630.15 0.00 0.00 0.00 0.00 0.00

3 41 141279.69 315.29 0.00 0.00 0.00 0.00

13-141965.09 315.29 0.00 0.00 0.00 0.00

98 1 13 -54063.93 378.35 0.00 0.00 0.00 0.00

42 54886.43 378.35 0.00 0.00 0.00 0.00

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42 108805.66 0.00 0.00 0.00 0.00 0.00

3 13-162869.59 378.35 0.00 0.00 0.00 0.00

42 163692.09 378.35 0.00 0.00 0.00 0.00

99 1 42 58083.05 378.35 0.00 0.00 0.00 0.00

15 -58905.55 378.35 0.00 0.00 0.00 0.00


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2 21 109899.91 0.00 0.00 0.00 0.00 0.00

48-109899.91 0.00 0.00 0.00 0.00 0.00

3 21 168805.47 378.35 0.00 0.00 0.00 0.00

48-167982.97 378.35 0.00 0.00 0.00 0.00

107 1 48 -54886.44 378.35 0.00 0.00 0.00 0.00

23 54063.93 378.35 0.00 0.00 0.00 0.00

2 48-111370.84 0.00 0.00 0.00 0.00 0.00

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23 165434.77 378.35 0.00 0.00 0.00 0.00

108 1 23 50334.96 315.29 0.00 0.00 0.00 0.00

49 -49649.54 315.29 0.00 0.00 0.00 0.00

2 23 94602.95 0.00 0.00 0.00 0.00 0.00

49 -94602.95 0.00 0.00 0.00 0.00 0.00

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109 1 49 -45934.81 315.29 0.00 0.00 0.00 0.00

25 45249.39 315.29 0.00 0.00 0.00 0.00

2 49 -93132.03 0.00 0.00 0.00 0.00 0.00

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3 49-139066.84 315.29 0.00 0.00 0.00 0.00

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110 1 25 41266.29 315.29 0.00 0.00 0.00 0.00

50 -40580.87 315.29 0.00 0.00 0.00 0.00

2 25 76364.16 0.00 0.00 0.00 0.00 0.00

50 -76364.16 0.00 0.00 0.00 0.00 0.00

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50-116945.02 315.29 0.00 0.00 0.00 0.00

111 1 50 -36940.62 315.29 0.00 0.00 0.00 0.00

27 36255.20 315.29 0.00 0.00 0.00 0.00

2 50 -77835.09 0.00 0.00 0.00 0.00 0.00

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3 50-114775.71 315.29 0.00 0.00 0.00 0.00

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112 1 27 32272.11 315.29 0.00 0.00 0.00 0.00

51 -31586.68 315.29 0.00 0.00 0.00 0.00

2 27 61067.21 0.00 0.00 0.00 0.00 0.00

51 -61067.21 0.00 0.00 0.00 0.00 0.00

3 27 93339.31 315.29 0.00 0.00 0.00 0.00

51 -92653.88 315.29 0.00 0.00 0.00 0.00

113 1 51 -27871.96 315.29 0.00 0.00 0.00 0.00

29 27186.53 315.29 0.00 0.00 0.00 0.00


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2 51 -59596.29 0.00 0.00 0.00 0.00 0.00

29 59596.29 0.00 0.00 0.00 0.00 0.00

3 51 -87468.24 315.29 0.00 0.00 0.00 0.00

29 86782.82 315.29 0.00 0.00 0.00 0.00

114 1 29 23457.56 378.35 0.00 0.00 0.00 0.00

52 -22635.05 378.35 0.00 0.00 0.00 0.00

2 29 39798.23 0.00 0.00 0.00 0.00 0.00

52 -39798.23 0.00 0.00 0.00 0.00 0.00

3 29 63255.79 378.35 0.00 0.00 0.00 0.00

52 -62433.29 378.35 0.00 0.00 0.00 0.00

115 1 52 -19438.44 378.35 0.00 0.00 0.00 0.00

31 18615.93 378.35 0.00 0.00 0.00 0.00

2 52 -37872.09 0.00 0.00 0.00 0.00 0.00

31 37872.09 0.00 0.00 0.00 0.00 0.00

3 52 -57310.54 378.35 0.00 0.00 0.00 0.00

31 56488.02 378.35 0.00 0.00 0.00 0.00

116 1 31 15092.39 504.47 0.00 0.00 0.00 0.00

53 -13995.72 504.47 0.00 0.00 0.00 0.00

2 31 9187.35 0.00 0.00 0.00 0.00 0.00

53 -9187.35 0.00 0.00 0.00 0.00 0.00

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53 -23183.06 504.47 0.00 0.00 0.00 0.00

117 1 53 -9781.59 504.47 0.00 0.00 0.00 0.00

33 8684.92 504.47 0.00 0.00 0.00 0.00

2 53 -17432.02 0.00 0.00 0.00 0.00 0.00

33 17432.02 0.00 0.00 0.00 0.00 0.00

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33 26116.93 504.47 0.00 0.00 0.00 0.00

118 1 33 4835.98 504.47 0.00 0.00 0.00 0.00

55 -3739.30 504.47 0.00 0.00 0.00 0.00

2 33 2996.20 0.00 0.00 0.00 0.00 0.00

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55 -6735.51 504.47 0.00 0.00 0.00 0.00

119 1 37 2335.10 0.00 0.00 0.00 0.00 0.00

57 -1781.87 0.00 0.00 0.00 0.00 0.00

2 37 0.00 0.00 0.00 0.00 0.00 0.00

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3 37 2335.10 0.00 0.00 0.00 0.00 0.00

57 -1781.87 0.00 0.00 0.00 0.00 0.00

120 1 38 1923.24 0.00 0.00 0.00 0.00 0.00

59 -1370.00 0.00 0.00 0.00 0.00 0.00


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2 45 0.00 0.00 0.00 0.00 0.00 0.00

71 0.00 0.00 0.00 0.00 0.00 0.00

3 45 7159.11 0.00 0.00 0.00 0.00 0.00

71 -3430.41 0.00 0.00 0.00 0.00 0.00

128 1 46 -12179.95 0.00 0.00 0.00 0.00 0.00

72 12733.18 0.00 0.00 0.00 0.00 0.00

2 46 -25464.38 0.00 0.00 0.00 0.00 0.00

72 25464.38 0.00 0.00 0.00 0.00 0.00

3 46 -37644.33 0.00 0.00 0.00 0.00 0.00

72 38197.56 0.00 0.00 0.00 0.00 0.00

129 1 47 2335.10 0.00 0.00 0.00 0.00 0.00

73 -1781.87 0.00 0.00 0.00 0.00 0.00

2 47 0.00 0.00 0.00 0.00 0.00 0.00

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3 47 2335.10 0.00 0.00 0.00 0.00 0.00

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130 1 48 1923.24 0.00 0.00 0.00 0.00 0.00

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2 48 0.00 0.00 0.00 0.00 0.00 0.00

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131 1 49 2223.76 0.00 0.00 0.00 0.00 0.00

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2 49 0.00 0.00 0.00 0.00 0.00 0.00

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81 -1670.52 0.00 0.00 0.00 0.00 0.00

2 51 0.00 0.00 0.00 0.00 0.00 0.00

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134 1 52 1923.24 0.00 0.00 0.00 0.00 0.00

83 -1370.00 0.00 0.00 0.00 0.00 0.00


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2 52 0.00 0.00 0.00 0.00 0.00 0.00

83 0.00 0.00 0.00 0.00 0.00 0.00

3 52 1923.24 0.00 0.00 0.00 0.00 0.00

83 -1370.00 0.00 0.00 0.00 0.00 0.00

135 1 53 2335.10 0.00 0.00 0.00 0.00 0.00

85 -1781.87 0.00 0.00 0.00 0.00 0.00

2 53 0.00 0.00 0.00 0.00 0.00 0.00

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3 53 2335.10 0.00 0.00 0.00 0.00 0.00

85 -1781.87 0.00 0.00 0.00 0.00 0.00

136 1 54 -550.05 0.00 0.00 0.00 0.00 0.00

86 1103.29 0.00 0.00 0.00 0.00 0.00

2 54 1003.76 0.00 0.00 0.00 0.00 0.00

86 -1003.76 0.00 0.00 0.00 0.00 0.00

3 54 453.71 0.00 0.00 0.00 0.00 0.00

86 99.52 0.00 0.00 0.00 0.00 0.00

137 1 35 0.00 254.49 0.00 0.00 0.00 0.00

36 0.00 254.49 0.00 0.00 0.00 0.00

2 35 0.00 0.00 0.00 0.00 0.00 0.00

36 0.00 0.00 0.00 0.00 0.00 0.00

3 35 0.00 254.49 0.00 0.00 0.00 0.00

36 0.00 254.49 0.00 0.00 0.00 0.00

138 1 56 8723.14 504.47 0.00 0.00 0.00 0.00

37 -9819.81 504.47 0.00 0.00 0.00 0.00

2 56 14340.29 0.00 0.00 0.00 0.00 0.00

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3 56 23063.42 504.47 0.00 0.00 0.00 0.00

37 -24160.10 504.47 0.00 0.00 0.00 0.00

139 1 37 -13957.48 504.47 0.00 0.00 0.00 0.00

58 15054.15 504.47 0.00 0.00 0.00 0.00

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3 37 -44806.53 504.47 0.00 0.00 0.00 0.00

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140 1 58 18007.77 378.35 0.00 0.00 0.00 0.00

38 -18830.28 378.35 0.00 0.00 0.00 0.00

2 58 30849.06 0.00 0.00 0.00 0.00 0.00

38 -30849.06 0.00 0.00 0.00 0.00 0.00

3 58 48856.82 378.35 0.00 0.00 0.00 0.00

38 -49679.34 378.35 0.00 0.00 0.00 0.00

141 1 38 -23243.20 378.35 0.00 0.00 0.00 0.00

60 24065.71 378.35 0.00 0.00 0.00 0.00


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2 38 -48691.34 0.00 0.00 0.00 0.00 0.00

60 48691.34 0.00 0.00 0.00 0.00 0.00

3 38 -71934.53 378.35 0.00 0.00 0.00 0.00

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142 1 60 26769.63 315.29 0.00 0.00 0.00 0.00

39 -27455.06 315.29 0.00 0.00 0.00 0.00

2 60 48691.34 0.00 0.00 0.00 0.00 0.00

39 -48691.34 0.00 0.00 0.00 0.00 0.00

3 60 75460.96 315.29 0.00 0.00 0.00 0.00

39 -76146.39 315.29 0.00 0.00 0.00 0.00

143 1 39 -32003.57 315.29 0.00 0.00 0.00 0.00

62 32688.99 315.29 0.00 0.00 0.00 0.00

2 39 -65200.10 0.00 0.00 0.00 0.00 0.00

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3 39 -97203.66 315.29 0.00 0.00 0.00 0.00

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144 1 62 35614.73 315.29 0.00 0.00 0.00 0.00

40 -36300.16 315.29 0.00 0.00 0.00 0.00

2 62 65200.11 0.00 0.00 0.00 0.00 0.00

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3 62 100814.84 315.29 0.00 0.00 0.00 0.00

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145 1 40 -41221.33 315.29 0.00 0.00 0.00 0.00

64 41906.75 315.29 0.00 0.00 0.00 0.00

2 40 -83042.38 0.00 0.00 0.00 0.00 0.00

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64 124949.14 315.29 0.00 0.00 0.00 0.00

146 1 64 44832.49 315.29 0.00 0.00 0.00 0.00

41 -45517.91 315.29 0.00 0.00 0.00 0.00

2 64 83042.38 0.00 0.00 0.00 0.00 0.00

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3 64 127874.88 315.29 0.00 0.00 0.00 0.00

41-128560.30 315.29 0.00 0.00 0.00 0.00

147 1 41 -50066.43 315.29 0.00 0.00 0.00 0.00

66 50751.85 315.29 0.00 0.00 0.00 0.00

2 41 -99551.15 0.00 0.00 0.00 0.00 0.00

66 99551.15 0.00 0.00 0.00 0.00 0.00

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66 150303.00 315.29 0.00 0.00 0.00 0.00

148 1 66 53455.77 378.35 0.00 0.00 0.00 0.00

42 -54278.28 378.35 0.00 0.00 0.00 0.00


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2 66 99551.15 0.00 0.00 0.00 0.00 0.00

42 -99551.15 0.00 0.00 0.00 0.00 0.00

3 66 153006.92 378.35 0.00 0.00 0.00 0.00

42-153829.42 378.35 0.00 0.00 0.00 0.00

149 1 42 -58691.20 378.35 0.00 0.00 0.00 0.00

68 59513.71 378.35 0.00 0.00 0.00 0.00

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68 117393.42 0.00 0.00 0.00 0.00 0.00

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68 176907.14 378.35 0.00 0.00 0.00 0.00

150 1 68 62467.32 504.47 0.00 0.00 0.00 0.00

43 -63564.01 504.47 0.00 0.00 0.00 0.00

2 68 117393.42 0.00 0.00 0.00 0.00 0.00

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43-180957.44 504.47 0.00 0.00 0.00 0.00

151 1 43 -67701.70 504.47 0.00 0.00 0.00 0.00

70 68798.38 504.47 0.00 0.00 0.00 0.00

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70 202700.61 504.47 0.00 0.00 0.00 0.00

152 1 70 90684.20 628.61 0.00 0.00 0.00 0.00

45 -92050.73 628.61 0.00 0.00 0.00 0.00

2 70 168203.61 0.00 0.00 0.00 0.00 0.00

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45-260254.33 628.61 0.00 0.00 0.00 0.00

153 1 45 92050.74 628.61 0.00 0.00 0.00 0.00

72 -90684.20 628.61 0.00 0.00 0.00 0.00

2 45 169653.31 0.00 0.00 0.00 0.00 0.00

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72-260337.50 628.61 0.00 0.00 0.00 0.00

154 1 72 -68798.35 504.47 0.00 0.00 0.00 0.00

47 67701.67 504.47 0.00 0.00 0.00 0.00

2 72-135051.73 0.00 0.00 0.00 0.00 0.00

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3 72-203850.08 504.47 0.00 0.00 0.00 0.00

47 202753.41 504.47 0.00 0.00 0.00 0.00

155 1 47 63564.01 504.47 0.00 0.00 0.00 0.00

74 -62467.33 504.47 0.00 0.00 0.00 0.00


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2 47 119754.77 0.00 0.00 0.00 0.00 0.00

74-119754.77 0.00 0.00 0.00 0.00 0.00

3 47 183318.78 504.47 0.00 0.00 0.00 0.00

74-182222.09 504.47 0.00 0.00 0.00 0.00

156 1 74 -59513.72 378.35 0.00 0.00 0.00 0.00

48 58691.21 378.35 0.00 0.00 0.00 0.00

2 74-119754.77 0.00 0.00 0.00 0.00 0.00

48 119754.77 0.00 0.00 0.00 0.00 0.00

3 74-179268.48 378.35 0.00 0.00 0.00 0.00

48 178445.98 378.35 0.00 0.00 0.00 0.00

157 1 48 54278.29 378.35 0.00 0.00 0.00 0.00

76 -53455.77 378.35 0.00 0.00 0.00 0.00

2 48 101515.98 0.00 0.00 0.00 0.00 0.00

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3 48 155794.25 378.35 0.00 0.00 0.00 0.00

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158 1 76 -50751.85 315.29 0.00 0.00 0.00 0.00

49 50066.43 315.29 0.00 0.00 0.00 0.00

2 76-101515.98 0.00 0.00 0.00 0.00 0.00

49 101515.98 0.00 0.00 0.00 0.00 0.00

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49 151582.41 315.29 0.00 0.00 0.00 0.00

159 1 49 45517.92 315.29 0.00 0.00 0.00 0.00

78 -44832.50 315.29 0.00 0.00 0.00 0.00

2 49 86219.02 0.00 0.00 0.00 0.00 0.00

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3 49 131736.94 315.29 0.00 0.00 0.00 0.00

78-131051.52 315.29 0.00 0.00 0.00 0.00

160 1 78 -41906.76 315.29 0.00 0.00 0.00 0.00

50 41221.34 315.29 0.00 0.00 0.00 0.00

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50 86219.02 0.00 0.00 0.00 0.00 0.00

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50 127440.35 315.29 0.00 0.00 0.00 0.00

161 1 50 36300.16 315.29 0.00 0.00 0.00 0.00

80 -35614.73 315.29 0.00 0.00 0.00 0.00

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3 50 104280.38 315.29 0.00 0.00 0.00 0.00

80-103594.95 315.29 0.00 0.00 0.00 0.00

162 1 80 -32689.00 315.29 0.00 0.00 0.00 0.00

51 32003.57 315.29 0.00 0.00 0.00 0.00


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2 80 -67980.22 0.00 0.00 0.00 0.00 0.00

51 67980.22 0.00 0.00 0.00 0.00 0.00

3 80-100669.21 315.29 0.00 0.00 0.00 0.00

51 99983.80 315.29 0.00 0.00 0.00 0.00

163 1 51 27455.06 315.29 0.00 0.00 0.00 0.00

82 -26769.64 315.29 0.00 0.00 0.00 0.00

2 51 52683.27 0.00 0.00 0.00 0.00 0.00

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3 51 80138.33 315.29 0.00 0.00 0.00 0.00

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164 1 82 -24065.72 378.35 0.00 0.00 0.00 0.00

52 23243.21 378.35 0.00 0.00 0.00 0.00

2 82 -52683.27 0.00 0.00 0.00 0.00 0.00

52 52683.27 0.00 0.00 0.00 0.00 0.00

3 82 -76748.98 378.35 0.00 0.00 0.00 0.00

52 75926.48 378.35 0.00 0.00 0.00 0.00

165 1 52 18830.28 378.35 0.00 0.00 0.00 0.00

84 -18007.78 378.35 0.00 0.00 0.00 0.00

2 52 24987.06 0.00 0.00 0.00 0.00 0.00

84 -24987.06 0.00 0.00 0.00 0.00 0.00

3 52 43817.34 378.35 0.00 0.00 0.00 0.00

84 -42994.84 378.35 0.00 0.00 0.00 0.00

166 1 84 -15054.17 504.47 0.00 0.00 0.00 0.00

53 13957.50 504.47 0.00 0.00 0.00 0.00

2 84 -24987.08 0.00 0.00 0.00 0.00 0.00

53 24987.08 0.00 0.00 0.00 0.00 0.00

3 84 -40041.26 504.47 0.00 0.00 0.00 0.00

53 38944.58 504.47 0.00 0.00 0.00 0.00

167 1 53 9819.81 504.47 0.00 0.00 0.00 0.00

86 -8723.13 504.47 0.00 0.00 0.00 0.00

2 53 1632.27 0.00 0.00 0.00 0.00 0.00

86 -1632.27 0.00 0.00 0.00 0.00 0.00

3 53 11452.08 504.47 0.00 0.00 0.00 0.00

86 -10355.40 504.47 0.00 0.00 0.00 0.00

168 1 4 31884.02 1049.48 0.00 0.00 0.00 0.00

6 -31884.02 1049.48 0.00 0.00 0.00 0.00

2 4 64324.40 0.00 0.00 0.00 0.00 0.00

6 -64324.40 0.00 0.00 0.00 0.00 0.00

3 4 96208.42 1049.48 0.00 0.00 0.00 0.00

6 -96208.42 1049.48 0.00 0.00 0.00 0.00

169 1 55 0.00 254.49 0.00 0.00 0.00 0.00

54 0.00 254.49 0.00 0.00 0.00 0.00


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



2 55 0.00 0.00 0.00 0.00 0.00 0.00

54 0.00 0.00 0.00 0.00 0.00 0.00

3 55 0.00 254.49 0.00 0.00 0.00 0.00

54 0.00 254.49 0.00 0.00 0.00 0.00

170 1 44 0.00 254.49 0.00 0.00 0.00 0.00

45 0.00 254.49 0.00 0.00 0.00 0.00

2 44 0.00 0.00 0.00 0.00 0.00 0.00

45 0.00 0.00 0.00 0.00 0.00 0.00

3 44 0.00 254.49 0.00 0.00 0.00 0.00

45 0.00 254.49 0.00 0.00 0.00 0.00

171 1 45 0.00 254.49 0.00 0.00 0.00 0.00

46 0.00 254.49 0.00 0.00 0.00 0.00

2 45 0.00 0.00 0.00 0.00 0.00 0.00

46 0.00 0.00 0.00 0.00 0.00 0.00

3 45 0.00 254.49 0.00 0.00 0.00 0.00

46 0.00 254.49 0.00 0.00 0.00 0.00

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

150. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= FEB 1,2008 TIME= 17:31:20 ****

*********************************************************

* For questions on STAAD.Pro, please contact : *

* By Email - North America : [email protected] *

* By Email - International : [email protected] *

* Tel. (USA) : 714-974-2500 ; Fax (USA) : 714-974-4771 *

*********************************************************


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Software licensed to (

Job Title

Client

Cantilever Erection Span 92m

RVNL

Print Time/Date: 02/02/2008 10:26 STAAD.Pro for Windows Release 2003

56 656463626160595857 66

49484746

67 77 7876

45

7574737271706968

44

13 222120193181716151412 2311109876432 24

434241403938373635

1 25

X

Y

Z

Whole Structure


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BOTTOM CHORD L0-L3

Section element Rotationangle

Mirror Material E (kg/mm^2)

Sheet 20 x 750 Steel 20897.044Sheet 20 x 750 Steel 20897.044Sheet 150 x 20 Steel 20897.044Sheet 150 x 20 Steel 20897.044

Sheet 150 x 20 Steel 20897.044Sheet 150 x 20 Steel 20897.044

The overall dimentions of the section are 650.0 x 750.0 mm

Basic geometry of the sectionParameter Value

A Sectional area 42000.0 mm2

Angle of principal inertia axes -90.0 deg

Iy Inertia moment about centroidal Y1-axis parallel with Y-axis 3005350000.04

Iz Inertia moment about centroidal Z1-axis parallel with Z-axis 3635050000.04

It Torsional moment of inertia (St. Venant) 5226666.667 mm4

iy Radius of inertia about Y1-axis 267.499 mm

iz Radius of inertia about Z1-axis 294.192 mm

Wu+ Maximum resisting moment about U-axis11184769.231

3

Wu- Minimum resisting moment about U-axis 11184769.2313

Wv+ Maximum resisting moment about V-axis 8014266.667 mm3

Wv- Minimum resisting moment about V-axis 8014266.667 mm3

Wpl,u Plastic resisting moment about U-axis 12210000.0 mm3

Wpl,v Plastic resisting moment about V-axis 10003539.6 mm3

Iu Maximum inertia moment 3635050000.04

Iv Minimum inertia moment 3005350000.04

iu Maximum radius of inertia 294.192 mm

iv Minimum radius of inertia 267.499 mm

au+ Middle point along positive direction of Y(U)-axis 190.816 mm

au- Middle point along negative direction of Y(U)-axis 190.816 mm

av+ Middle point along positive direction of Z(V)-axis 266.304 mm

av- Middle point along negative direction of Z(V)-axis 266.304 mm

yM Coordinate of the center of gravity along Y-axis325.0

mm

zM Coordinate of the center of gravity along Z-axis -375.0 mm

File: C:\My Data\India Project\01Roadbed Works\Design\Cantilever Erection\L0-L1.sec

U

V

Z

Y


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BOTTOM CHORD L5-L7









Iy Inertia moment about centroidal Y1-axis parallel with Y-axis 3150552533.333 04

Iz Inertia moment about centroidal Z1-axis parallel with Z-axis 4840850133.333 04


iy Radius of inertia about Y1-axis240.654

mm


Wu+ Maximum resisting moment about U-axis 14894923.4873






Iu Maximum inertia moment 4840850133.333 04

Iv Minimum inertia moment 3150552533.333 04





av+ Middle point along positive direction of Z(V)-axis273.804

mm


yM Coordinate of the center of gravity along Y-axis 325.0 mm



U

V

Z

Y


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BOTTOM CHORD L7-L9












iy Radius of inertia about Y1-axis246.683

mm


Wu+ Maximum resisting moment about U-axis 15313121.6413












av+ Middle point along positive direction of Z(V)-axis269.597

mm





U

V

Z

Y


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UPPER CHORD U1-U3




Sheet 150 x 16 Steel 20897.044








iy Radius of inertia about Y1-axis 263.16 mm

iz Radius of inertia about Z1-axis271.527

mm

Wu+ Maximum resisting moment about U-axis 8974283.036 mm3

Wu- Minimum resisting moment about U-axis 8974283.036 mm3











av+ Middle point along positive direction of Z(V)-axis 226.852 mm

av- Middle point along negative direction of Z(V)-axis226.852

mm



File: C:\My Data\India Project\01Roadbed Works\Design\Cantilever Erection\U1-U3.sec

V

Z

Y


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UPPER CHORD U3-U5




Sheet 150 x 12 Steel 208

Method of Design Cantilever Erection

Documents

Transcript of Method of Design Cantilever Erection