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Tuesday, October 06, 2015, 01:04 PM
PAGE NO. 1
****************************************************
* *
* STAAD.Pro V8i SELECTseries6 *
* Version 20.07.11.33 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= OCT 6, 2015 *
* Time= 12:33:16 *
* *
* USER ID: Hewlett-Packard Company *
****************************************************
1. STAAD SPACE
INPUT FILE: C:\Users\Admin\Desktop\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.STD
2. START JOB INFORMATION
3. ENGINEER DATE 03-OCT-15
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 6 0; 3 0.5 0 0; 4 0.5 6 0; 5 0 0 0.5; 6 0 6 0.5; 7 0.5 0 0.5
9. 8 0.5 6 0.5; 9 0 0.25 0.5; 10 0 0.5 0; 11 0 1 0; 12 0 1.5 0; 13 0 2 0
10. 14 0 2.5 0; 15 0 3 0; 16 0 3.5 0; 17 0 4 0; 18 0 4.5 0; 19 0 5 0; 20 0 5.5 0
11. 21 0 0.75 0.5; 22 0 1.25 0.5; 23 0 1.75 0.5; 24 0 2.25 0.5; 25 0 2.75 0.5
12. 26 0 3.25 0.5; 27 0 3.75 0.5; 28 0 4.25 0.5; 29 0 4.75 0.5; 30 0 5.25 0.5
13. 31 0 5.75 0.5; 32 0.5 0.25 0.5; 33 0.5 0.5 0; 34 0.5 0.75 0.5; 35 0.5 1 0
14. 36 0.5 1.25 0.5; 37 0.5 1.5 0; 38 0.5 1.75 0.5; 39 0.5 2 0; 40 0.5 2.25 0.5
15. 41 0.5 2.5 0; 42 0.5 2.75 0.5; 43 0.5 3 0; 44 0.5 3.25 0.5; 45 0.5 3.5 0
16. 46 0.5 3.75 0.5; 47 0.5 4 0; 48 0.5 4.25 0.5; 49 0.5 4.5 0; 50 0.5 4.75 0.5
17. 51 0.5 5 0; 52 0.5 5.25 0.5; 53 0.5 5.5 0; 54 0.5 5.75 0.5; 55 0.5 0.25 0
18. 56 0.5 0.75 0; 57 0.5 1.25 0; 58 0.5 1.75 0; 59 0.5 2.25 0; 60 0.5 2.75 0
19. 61 0.5 3.25 0; 62 0.5 3.75 0; 63 0.5 4.25 0; 64 0.5 4.75 0; 65 0.5 5.25 0
20. 66 0.5 5.75 0; 67 0 0.5 0.5; 68 0 1 0.5; 69 0 1.5 0.5; 70 0 2 0.5
21. 71 0 2.5 0.5; 72 0 3 0.5; 73 0 3.5 0.5; 74 0 4 0.5; 75 0 4.5 0.5; 76 0 5 0.5
22. 77 0 5.5 0.5
23. MEMBER INCIDENCES
24. 1 1 10; 2 3 55; 3 5 9; 4 7 32; 5 9 67; 6 1 9; 7 10 11; 8 11 12; 9 12 13
25. 10 13 14; 11 14 15; 12 15 16; 13 16 17; 14 17 18; 15 18 19; 16 19 20; 17 20 2
26. 18 9 10; 19 21 68; 20 10 21; 21 21 11; 22 22 69; 23 11 22; 24 22 12; 25 23 70
27. 26 12 23; 27 23 13; 28 24 71; 29 25 72; 30 26 73; 31 13 24; 32 24 14; 33 14 25
28. 34 25 15; 35 15 26; 36 27 74; 37 28 75; 38 29 76; 39 30 77; 40 26 16; 41 16 27
29. 42 27 17; 43 17 28; 44 28 18; 45 18 29; 46 29 19; 47 19 30; 48 30 20; 49 31 6
30. 50 20 31; 51 31 2; 52 2 6; 53 6 8; 54 2 4; 55 4 8; 56 32 34; 57 3 32; 58 33 56
31. 59 32 33; 60 34 36; 61 33 34; 62 35 57; 63 34 35; 64 36 38; 65 35 36; 66 37 58
32. 67 36 37; 68 38 40; 69 37 38; 70 39 59; 71 38 39; 72 40 42; 73 39 40; 74 41 60
33. 75 40 41; 76 42 44; 77 41 42; 78 43 61; 79 42 43; 80 44 46; 81 43 44; 82 45 62
34. 83 44 45; 84 46 48; 85 45 46; 86 47 63; 87 46 47; 88 48 50; 89 47 48; 90 49 64
35. 91 48 49; 92 50 52; 93 49 50; 94 51 65; 95 50 51; 96 52 54; 97 51 52; 98 53 66
36. 99 52 53; 100 54 8; 101 53 54; 102 54 4; 103 55 33; 104 1 55; 105 55 10
37. 106 56 35; 107 10 56; 108 56 11; 109 57 37; 110 58 39; 111 59 41; 112 11 57
38. 113 57 12; 114 12 58; 115 58 13; 116 13 59; 117 59 14; 118 60 43; 119 61 45
Page 1 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 2
39. 120 62 47; 121 63 49; 122 64 51; 123 65 53; 124 66 4; 125 14 60; 126 60 15
40. 127 15 61; 128 61 16; 129 16 62; 130 62 17; 131 17 63; 132 63 18; 133 18 64
41. 134 64 19; 135 19 65; 136 65 20; 137 20 66; 138 54 2; 139 5 32; 140 67 21
42. 141 32 67; 142 67 34; 143 68 22; 144 34 68; 145 68 36; 146 69 23; 147 36 69
43. 148 69 38; 149 70 24; 150 38 70; 151 70 40; 152 71 25; 153 40 71; 154 71 42
44. 155 72 26; 156 42 72; 157 72 44; 158 73 27; 159 44 73; 160 73 46; 161 74 28
45. 162 46 74; 163 74 48; 164 75 29; 165 48 75; 166 75 50; 167 76 30; 168 50 76
46. 169 76 52; 170 77 31; 171 52 77; 172 77 54
47. DEFINE MATERIAL START
48. ISOTROPIC STEEL
49. E 2.05E+008
50. POISSON 0.3
51. DENSITY 76.8195
52. ALPHA 1.2E-005
53. DAMP 0.03
54. TYPE STEEL
55. STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
56. END DEFINE MATERIAL
57. MEMBER PROPERTY BRITISH
58. 1 TO 5 7 TO 17 19 22 25 28 TO 30 36 TO 39 49 56 58 60 62 64 66 68 70 72 74 -
59. 76 78 80 82 84 86 88 90 92 94 96 98 100 103 106 109 TO 111 118 TO 124 140 -
60. 143 146 149 152 155 158 161 164 167 170 TABLE ST UA100X100X8
61. 6 18 20 21 23 24 26 27 31 TO 35 40 TO 48 50 TO 55 57 59 61 63 65 67 69 71 -
62. 73 75 77 79 81 83 85 87 89 91 93 95 97 99 101 102 104 105 107 108 -
63. 112 TO 117 125 TO 139 141 142 144 145 147 148 150 151 153 154 156 157 159 -
64. 160 162 163 165 166 168 169 171 172 TABLE ST UA50X50X5
65. CONSTANTS
66. MATERIAL STEEL ALL
67. SUPPORTS
68. 1 3 5 7 FIXED
69. LOAD 1 LOADTYPE DEAD TITLE DL
70. SELFWEIGHT Y -1
71. JOINT LOAD
72. 2 4 6 8 FY -7
73. LOAD 2 LOADTYPE WIND TITLE WL
74. MEMBER LOAD
75. 1 3 5 7 TO 17 19 22 25 28 TO 30 36 TO 39 49 140 143 146 149 152 155 158 161 -
76. 164 167 170 UNI GX 10.5
77. LOAD COMB 3 GENERATED BRITISH BS 5950 1
78. 1 1.4
79. LOAD COMB 4 GENERATED BRITISH BS 5950 2
80. 1 1.4 2 1.4
81. LOAD COMB 5 GENERATED BRITISH BS 5950 3
82. 1 1.2 2 1.2
83. PERFORM ANALYSIS PRINT STATICS CHECK
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STAAD SPACE -- PAGE NO. 3
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 77 NUMBER OF MEMBERS 172
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 4
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH= 62/ 8/ 54 DOF
TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 438
TOTAL LOAD COMBINATION CASES = 3 SO FAR.
SIZE OF STIFFNESS MATRIX = 24 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE = 12.5/ 141738.6 MB
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STAAD SPACE -- PAGE NO. 4
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 1
LOADTYPE DEAD TITLE DL
CENTER OF FORCE BASED ON Y FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
X = 0.249999999E+00
Y = 0.555898733E+01
Z = 0.249999999E+00
***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = -0.00
SUMMATION FORCE-Y = -32.90
SUMMATION FORCE-Z = -0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 8.22 MY= -0.00 MZ= -8.22
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 1 )
SUMMATION FORCE-X = 0.00
SUMMATION FORCE-Y = 32.90
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= -8.22 MY= 0.00 MZ= 8.22
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 1)
MAXIMUMS AT NODE
X = 3.29697E-04 33
Y = -1.43765E-02 8
Z = 2.61434E-04 67
RX= -8.61830E-06 8
RY= -7.51974E-07 33
RZ= -7.76097E-06 55
STATIC LOAD/REACTION/EQUILIBRIUM SUMMARY FOR CASE NO. 2
LOADTYPE WIND TITLE WL
CENTER OF FORCE BASED ON X FORCES ONLY (METE).
(FORCES IN NON-GLOBAL DIRECTIONS WILL INVALIDATE RESULTS)
X = 0.000000000E+00
Y = 0.299999997E+01
Z = 0.249999997E+00
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STAAD SPACE -- PAGE NO. 5
***TOTAL APPLIED LOAD ( KN METE ) SUMMARY (LOADING 2 )
SUMMATION FORCE-X = 126.00
SUMMATION FORCE-Y = 0.00
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.00 MY= 31.50 MZ= -378.00
***TOTAL REACTION LOAD( KN METE ) SUMMARY (LOADING 2 )
SUMMATION FORCE-X = -126.00
SUMMATION FORCE-Y = 0.00
SUMMATION FORCE-Z = 0.00
SUMMATION OF MOMENTS AROUND THE ORIGIN-
MX= 0.00 MY= -31.50 MZ= 378.00
MAXIMUM DISPLACEMENTS ( CM /RADIANS) (LOADING 2)
MAXIMUMS AT NODE
X = 4.78824E+00 6
Y = 2.36802E-01 6
Z = 1.24301E-02 4
RX= 2.09171E-04 32
RY= -4.59888E-04 67
RZ= -1.01330E-02 8
************ END OF DATA FROM INTERNAL STORAGE ************
84. PRINT MEMBER INFORMATION ALL
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STAAD SPACE -- PAGE NO. 6
MEMBER INFORMATION
------------------
MEMBER START END LENGTH BETA
JOINT JOINT (METE) (DEG) RELEASES
1 1 10 0.500 0.00
2 3 55 0.250 0.00
3 5 9 0.250 0.00
4 7 32 0.250 0.00
5 9 67 0.250 0.00
6 1 9 0.559 0.00
7 10 11 0.500 0.00
8 11 12 0.500 0.00
9 12 13 0.500 0.00
10 13 14 0.500 0.00
11 14 15 0.500 0.00
12 15 16 0.500 0.00
13 16 17 0.500 0.00
14 17 18 0.500 0.00
15 18 19 0.500 0.00
16 19 20 0.500 0.00
17 20 2 0.500 0.00
18 9 10 0.559 0.00
19 21 68 0.250 0.00
20 10 21 0.559 0.00
21 21 11 0.559 0.00
22 22 69 0.250 0.00
23 11 22 0.559 0.00
24 22 12 0.559 0.00
25 23 70 0.250 0.00
26 12 23 0.559 0.00
27 23 13 0.559 0.00
28 24 71 0.250 0.00
29 25 72 0.250 0.00
30 26 73 0.250 0.00
31 13 24 0.559 0.00
32 24 14 0.559 0.00
33 14 25 0.559 0.00
34 25 15 0.559 0.00
35 15 26 0.559 0.00
36 27 74 0.250 0.00
37 28 75 0.250 0.00
38 29 76 0.250 0.00
39 30 77 0.250 0.00
40 26 16 0.559 0.00
41 16 27 0.559 0.00
42 27 17 0.559 0.00
43 17 28 0.559 0.00
44 28 18 0.559 0.00
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STAAD SPACE -- PAGE NO. 7
MEMBER INFORMATION
------------------
MEMBER START END LENGTH BETA
JOINT JOINT (METE) (DEG) RELEASES
45 18 29 0.559 0.00
46 29 19 0.559 0.00
47 19 30 0.559 0.00
48 30 20 0.559 0.00
49 31 6 0.250 0.00
50 20 31 0.559 0.00
51 31 2 0.559 0.00
52 2 6 0.500 0.00
53 6 8 0.500 0.00
54 2 4 0.500 0.00
55 4 8 0.500 0.00
56 32 34 0.500 0.00
57 3 32 0.559 0.00
58 33 56 0.250 0.00
59 32 33 0.559 0.00
60 34 36 0.500 0.00
61 33 34 0.559 0.00
62 35 57 0.250 0.00
63 34 35 0.559 0.00
64 36 38 0.500 0.00
65 35 36 0.559 0.00
66 37 58 0.250 0.00
67 36 37 0.559 0.00
68 38 40 0.500 0.00
69 37 38 0.559 0.00
70 39 59 0.250 0.00
71 38 39 0.559 0.00
72 40 42 0.500 0.00
73 39 40 0.559 0.00
74 41 60 0.250 0.00
75 40 41 0.559 0.00
76 42 44 0.500 0.00
77 41 42 0.559 0.00
78 43 61 0.250 0.00
79 42 43 0.559 0.00
80 44 46 0.500 0.00
81 43 44 0.559 0.00
82 45 62 0.250 0.00
83 44 45 0.559 0.00
84 46 48 0.500 0.00
85 45 46 0.559 0.00
86 47 63 0.250 0.00
87 46 47 0.559 0.00
88 48 50 0.500 0.00
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STAAD SPACE -- PAGE NO. 8
MEMBER INFORMATION
------------------
MEMBER START END LENGTH BETA
JOINT JOINT (METE) (DEG) RELEASES
89 47 48 0.559 0.00
90 49 64 0.250 0.00
91 48 49 0.559 0.00
92 50 52 0.500 0.00
93 49 50 0.559 0.00
94 51 65 0.250 0.00
95 50 51 0.559 0.00
96 52 54 0.500 0.00
97 51 52 0.559 0.00
98 53 66 0.250 0.00
99 52 53 0.559 0.00
100 54 8 0.250 0.00
101 53 54 0.559 0.00
102 54 4 0.559 0.00
103 55 33 0.250 0.00
104 1 55 0.559 0.00
105 55 10 0.559 0.00
106 56 35 0.250 0.00
107 10 56 0.559 0.00
108 56 11 0.559 0.00
109 57 37 0.250 0.00
110 58 39 0.250 0.00
111 59 41 0.250 0.00
112 11 57 0.559 0.00
113 57 12 0.559 0.00
114 12 58 0.559 0.00
115 58 13 0.559 0.00
116 13 59 0.559 0.00
117 59 14 0.559 0.00
118 60 43 0.250 0.00
119 61 45 0.250 0.00
120 62 47 0.250 0.00
121 63 49 0.250 0.00
122 64 51 0.250 0.00
123 65 53 0.250 0.00
124 66 4 0.250 0.00
125 14 60 0.559 0.00
126 60 15 0.559 0.00
127 15 61 0.559 0.00
128 61 16 0.559 0.00
129 16 62 0.559 0.00
130 62 17 0.559 0.00
131 17 63 0.559 0.00
132 63 18 0.559 0.00
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STAAD SPACE -- PAGE NO. 9
MEMBER INFORMATION
------------------
MEMBER START END LENGTH BETA
JOINT JOINT (METE) (DEG) RELEASES
133 18 64 0.559 0.00
134 64 19 0.559 0.00
135 19 65 0.559 0.00
136 65 20 0.559 0.00
137 20 66 0.559 0.00
138 54 2 0.750 0.00
139 5 32 0.559 0.00
140 67 21 0.250 0.00
141 32 67 0.559 0.00
142 67 34 0.559 0.00
143 68 22 0.250 0.00
144 34 68 0.559 0.00
145 68 36 0.559 0.00
146 69 23 0.250 0.00
147 36 69 0.559 0.00
148 69 38 0.559 0.00
149 70 24 0.250 0.00
150 38 70 0.559 0.00
151 70 40 0.559 0.00
152 71 25 0.250 0.00
153 40 71 0.559 0.00
154 71 42 0.559 0.00
155 72 26 0.250 0.00
156 42 72 0.559 0.00
157 72 44 0.559 0.00
158 73 27 0.250 0.00
159 44 73 0.559 0.00
160 73 46 0.559 0.00
161 74 28 0.250 0.00
162 46 74 0.559 0.00
163 74 48 0.559 0.00
164 75 29 0.250 0.00
165 48 75 0.559 0.00
166 75 50 0.559 0.00
167 76 30 0.250 0.00
168 50 76 0.559 0.00
169 76 52 0.559 0.00
170 77 31 0.250 0.00
171 52 77 0.559 0.00
172 77 54 0.559 0.00
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STAAD SPACE -- PAGE NO. 10
************ END OF DATA FROM INTERNAL STORAGE ************
85. LOAD LIST ALL
86. PRINT JOINT DISPLACEMENTS LIST 1 3 5 7
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STAAD SPACE -- PAGE NO. 11
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
4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 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
4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 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
4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
7 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
4 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
************** END OF LATEST ANALYSIS RESULT **************
87. PRINT MEMBER FORCES ALL
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STAAD SPACE -- PAGE NO. 12
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 8.16 -0.01 0.02 0.00 -0.01 -0.00
10 -8.10 0.01 -0.02 -0.00 -0.00 -0.00
2 1 -344.03 5.99 -0.75 -0.00 0.24 2.02
10 344.03 -0.74 0.75 0.00 0.14 -0.34
3 1 11.43 -0.01 0.03 0.00 -0.01 -0.00
10 -11.34 0.01 -0.03 -0.00 -0.01 -0.00
4 1 -470.22 8.38 -1.03 -0.00 0.33 2.83
10 470.30 -1.03 1.03 0.00 0.18 -0.48
5 1 -403.04 7.18 -0.88 -0.00 0.28 2.43
10 403.12 -0.88 0.88 0.00 0.16 -0.41
2 1 3 8.16 0.10 0.02 0.00 -0.01 0.02
55 -8.13 -0.10 -0.02 -0.00 0.00 0.01
2 3 368.72 8.49 0.62 -0.00 -0.16 2.43
55 -368.72 -8.49 -0.62 0.00 0.01 -0.31
3 3 11.42 0.13 0.03 0.00 -0.01 0.02
55 -11.38 -0.13 -0.03 -0.00 0.00 0.01
4 3 527.63 12.01 0.89 -0.00 -0.24 3.42
55 -527.58 -12.01 -0.89 0.00 0.01 -0.42
5 3 452.25 10.30 0.76 -0.00 -0.20 2.94
55 -452.21 -10.30 -0.76 0.00 0.01 -0.36
3 1 5 8.14 -0.01 -0.17 0.00 0.03 -0.00
9 -8.11 0.01 0.17 -0.00 0.01 -0.00
2 5 -341.63 5.75 7.26 0.00 -1.26 1.98
9 341.63 -3.13 -7.26 -0.00 -0.55 -0.87
3 5 11.40 -0.01 -0.24 0.00 0.04 -0.00
9 -11.36 0.01 0.24 -0.00 0.02 -0.00
4 5 -466.89 8.04 9.93 0.00 -1.72 2.77
9 466.93 -4.37 -9.93 -0.00 -0.76 -1.22
5 5 -400.19 6.90 8.51 0.00 -1.48 2.38
9 400.22 -3.75 -8.51 -0.00 -0.65 -1.05
4 1 7 8.14 0.09 -0.17 -0.00 0.03 0.02
32 -8.11 -0.09 0.17 0.00 0.01 0.01
2 7 365.51 8.25 -7.56 0.00 1.35 2.39
32 -365.51 -8.25 7.56 -0.00 0.54 -0.33
3 7 11.39 0.13 -0.24 -0.00 0.04 0.02
32 -11.35 -0.13 0.24 0.00 0.02 0.01
4 7 523.10 11.68 -10.82 0.00 1.93 3.37
32 -523.06 -11.68 10.82 -0.00 0.77 -0.45
5 7 448.37 10.02 -9.28 0.00 1.66 2.89
32 -448.34 -10.02 9.28 -0.00 0.66 -0.39
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STAAD SPACE -- PAGE NO. 13
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 1 9 8.15 -0.01 0.02 -0.00 -0.01 0.00
67 -8.12 0.01 -0.02 0.00 0.01 -0.00
2 9 -344.17 3.40 -1.20 0.00 0.53 0.86
67 344.17 -0.77 1.20 -0.00 -0.23 -0.33
3 9 11.41 -0.01 0.03 -0.00 -0.01 0.00
67 -11.37 0.01 -0.03 0.00 0.01 -0.00
4 9 -470.42 4.75 -1.65 0.00 0.73 1.20
67 470.46 -1.08 1.65 -0.00 -0.31 -0.47
5 9 -403.22 4.07 -1.42 0.00 0.62 1.03
67 403.26 -0.92 1.42 -0.00 -0.27 -0.40
6 1 1 0.18 0.01 -0.00 -0.00 0.00 0.00
9 -0.17 0.01 0.00 0.00 0.00 -0.00
2 1 -7.72 -0.14 0.31 0.00 -0.16 -0.04
9 7.72 0.14 -0.31 -0.00 -0.02 -0.04
3 1 0.25 0.02 -0.00 -0.00 0.00 0.00
9 -0.24 0.01 0.00 0.00 0.00 -0.00
4 1 -10.55 -0.18 0.44 0.00 -0.22 -0.06
9 10.56 0.21 -0.44 -0.00 -0.03 -0.05
5 1 -9.04 -0.16 0.37 0.00 -0.19 -0.05
9 9.06 0.18 -0.37 -0.00 -0.02 -0.04
7 1 10 8.10 -0.00 -0.00 -0.00 0.00 -0.00
11 -8.04 0.00 0.00 0.00 -0.00 -0.00
2 10 -288.34 2.80 0.33 0.00 -0.14 0.60
11 288.34 2.45 -0.33 -0.00 -0.03 -0.51
3 10 11.35 -0.00 -0.01 -0.00 0.00 -0.00
11 -11.26 0.00 0.01 0.00 -0.00 -0.00
4 10 -392.33 3.91 0.46 0.00 -0.19 0.84
11 392.41 3.44 -0.46 -0.00 -0.04 -0.72
5 10 -336.28 3.35 0.39 0.00 -0.16 0.72
11 336.35 2.95 -0.39 -0.00 -0.04 -0.62
8 1 11 8.00 -0.00 0.00 0.00 -0.00 -0.00
12 -7.94 0.00 -0.00 -0.00 -0.00 -0.00
2 11 -235.64 3.25 -0.05 0.00 0.02 0.71
12 235.64 2.00 0.05 -0.00 0.00 -0.40
3 11 11.19 -0.01 0.01 0.00 -0.00 -0.00
12 -11.11 0.01 -0.01 -0.00 -0.00 -0.00
4 11 -318.71 4.54 -0.06 0.00 0.03 1.00
12 318.79 2.81 0.06 -0.00 0.00 -0.57
5 11 -273.18 3.89 -0.05 0.00 0.02 0.86
12 273.25 2.41 0.05 -0.00 0.00 -0.48
9 1 12 7.90 -0.00 0.00 0.00 -0.00 -0.00
13 -7.84 0.00 -0.00 -0.00 -0.00 -0.00
Page 13 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 14
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 12 -188.54 3.10 0.01 0.00 -0.01 0.59
13 188.54 2.15 -0.01 -0.00 -0.00 -0.35
3 12 11.05 -0.00 0.00 0.00 -0.00 -0.00
13 -10.97 0.00 -0.00 -0.00 -0.00 -0.00
4 12 -252.90 4.34 0.03 0.00 -0.01 0.83
13 252.98 3.01 -0.03 -0.00 -0.00 -0.50
5 12 -216.77 3.72 0.02 0.00 -0.01 0.71
13 216.84 2.58 -0.02 -0.00 -0.00 -0.42
10 1 13 7.80 -0.00 0.00 -0.00 -0.00 -0.00
14 -7.74 0.00 -0.00 0.00 -0.00 -0.00
2 13 -146.68 3.06 0.01 0.00 -0.01 0.52
14 146.68 2.19 -0.01 -0.00 0.00 -0.30
3 13 10.91 -0.00 0.00 -0.00 -0.00 -0.00
14 -10.83 0.00 -0.00 0.00 -0.00 -0.00
4 13 -194.44 4.28 0.02 0.00 -0.01 0.72
14 194.53 3.07 -0.02 -0.00 -0.00 -0.42
5 13 -166.67 3.67 0.02 0.00 -0.01 0.62
14 166.74 2.63 -0.02 -0.00 -0.00 -0.36
11 1 14 7.70 -0.00 0.00 -0.00 -0.00 -0.00
15 -7.64 0.00 -0.00 0.00 -0.00 -0.00
2 14 -110.07 3.00 0.01 0.00 -0.01 0.45
15 110.07 2.25 -0.01 -0.00 0.00 -0.26
3 14 10.77 -0.00 0.00 -0.00 -0.00 -0.00
15 -10.69 0.00 -0.00 0.00 -0.00 -0.00
4 14 -143.33 4.19 0.02 0.00 -0.01 0.62
15 143.41 3.16 -0.02 -0.00 0.00 -0.37
5 14 -122.85 3.59 0.01 0.00 -0.01 0.54
15 122.93 2.71 -0.01 -0.00 0.00 -0.31
12 1 15 7.59 -0.00 0.00 -0.00 -0.00 -0.00
16 -7.54 0.00 -0.00 0.00 -0.00 -0.00
2 15 -78.69 2.94 0.01 0.00 -0.01 0.38
16 78.69 2.31 -0.01 -0.00 0.00 -0.23
3 15 10.63 -0.00 0.00 -0.00 -0.00 -0.00
16 -10.55 0.00 -0.00 0.00 -0.00 -0.00
4 15 -99.53 4.11 0.01 0.00 -0.01 0.54
16 99.62 3.24 -0.01 -0.00 0.00 -0.32
5 15 -85.31 3.52 0.01 0.00 -0.01 0.46
16 85.38 2.78 -0.01 -0.00 0.00 -0.27
13 1 16 7.49 -0.00 0.00 -0.00 -0.00 -0.00
17 -7.43 0.00 -0.00 0.00 -0.00 -0.00
2 16 -52.53 2.88 0.01 0.00 -0.01 0.33
17 52.53 2.37 -0.01 -0.00 0.00 -0.20
Page 14 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 15
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 16 10.49 -0.00 0.00 -0.00 -0.00 -0.00
17 -10.41 0.00 -0.00 0.00 -0.00 -0.00
4 16 -63.05 4.03 0.01 0.00 -0.01 0.46
17 63.13 3.32 -0.01 -0.00 0.00 -0.28
5 16 -54.04 3.46 0.01 0.00 -0.01 0.39
17 54.11 2.84 -0.01 -0.00 0.00 -0.24
14 1 17 7.39 -0.00 0.00 -0.00 -0.00 -0.00
18 -7.33 0.00 -0.00 0.00 -0.00 -0.00
2 17 -31.62 2.82 0.00 0.00 -0.01 0.28
18 31.62 2.43 -0.00 -0.00 0.00 -0.19
3 17 10.35 -0.00 0.00 -0.00 -0.00 -0.00
18 -10.27 0.00 -0.00 0.00 -0.00 -0.00
4 17 -33.92 3.94 0.01 0.00 -0.01 0.39
18 34.01 3.41 -0.01 -0.00 0.00 -0.26
5 17 -29.08 3.38 0.01 0.00 -0.01 0.34
18 29.15 2.92 -0.01 -0.00 0.00 -0.22
15 1 18 7.29 -0.00 0.00 -0.00 -0.00 -0.00
19 -7.23 0.00 -0.00 0.00 -0.00 -0.00
2 18 -16.00 2.82 0.01 0.00 -0.01 0.25
19 16.00 2.43 -0.01 -0.00 0.00 -0.15
3 18 10.21 -0.00 0.00 -0.00 -0.00 -0.00
19 -10.13 0.00 -0.00 0.00 -0.00 -0.00
4 18 -12.19 3.94 0.01 0.00 -0.01 0.35
19 12.27 3.41 -0.01 -0.00 0.01 -0.21
5 18 -10.45 3.38 0.01 0.00 -0.01 0.30
19 10.52 2.92 -0.01 -0.00 0.01 -0.18
16 1 19 7.20 -0.01 0.01 -0.00 -0.00 -0.00
20 -7.14 0.01 -0.01 0.00 -0.00 -0.00
2 19 -5.81 2.37 0.01 -0.00 -0.01 0.18
20 5.81 2.88 -0.01 0.00 0.00 -0.31
3 19 10.08 -0.01 0.01 -0.00 -0.00 -0.00
20 -9.99 0.01 -0.01 0.00 -0.00 -0.00
4 19 1.95 3.31 0.02 -0.00 -0.01 0.26
20 -1.86 4.04 -0.02 0.00 0.00 -0.44
5 19 1.67 2.83 0.02 -0.00 -0.01 0.22
20 -1.60 3.47 -0.02 0.00 0.00 -0.38
17 1 20 7.07 0.00 0.00 0.00 -0.00 0.00
2 -7.01 -0.00 -0.00 -0.00 -0.00 -0.00
2 20 -0.47 3.44 -0.00 0.00 -0.01 0.37
2 0.47 1.81 0.00 -0.00 0.01 0.04
3 20 9.90 0.00 0.00 0.00 -0.00 0.00
2 -9.82 -0.00 -0.00 -0.00 -0.00 -0.00
Page 15 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 16
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 20 9.24 4.82 0.00 0.00 -0.01 0.52
2 -9.16 2.53 -0.00 -0.00 0.01 0.06
5 20 7.92 4.13 0.00 0.00 -0.01 0.44
2 -7.85 2.17 -0.00 -0.00 0.01 0.05
18 1 9 0.05 0.01 0.00 -0.00 -0.00 0.00
10 -0.04 0.00 -0.00 0.00 -0.00 0.00
2 9 -1.92 -0.21 -0.04 -0.00 0.02 -0.06
10 1.92 0.21 0.04 0.00 0.00 -0.05
3 9 0.07 0.02 0.00 -0.00 -0.00 0.00
10 -0.06 0.01 -0.00 0.00 -0.00 0.00
4 9 -2.62 -0.27 -0.05 -0.00 0.03 -0.08
10 2.63 0.30 0.05 0.00 0.00 -0.08
5 9 -2.25 -0.23 -0.05 -0.00 0.02 -0.07
10 2.26 0.26 0.05 0.00 0.00 -0.06
19 1 21 8.06 -0.00 -0.00 -0.00 0.00 0.00
68 -8.03 0.00 0.00 0.00 -0.00 -0.00
2 21 -287.83 0.19 -0.00 0.00 -0.02 0.23
68 287.83 2.43 0.00 -0.00 0.02 -0.51
3 21 11.29 -0.00 -0.01 -0.00 0.00 0.00
68 -11.24 0.00 0.01 0.00 -0.00 -0.00
4 21 -391.67 0.26 -0.01 0.00 -0.03 0.32
68 391.72 3.41 0.01 -0.00 0.03 -0.72
5 21 -335.72 0.23 -0.01 0.00 -0.02 0.28
68 335.76 2.92 0.01 -0.00 0.03 -0.61
20 1 10 -0.01 0.01 -0.00 0.00 -0.00 0.00
21 0.02 0.00 0.00 -0.00 0.00 0.00
2 10 0.51 -0.18 0.03 0.00 -0.01 -0.05
21 -0.51 0.18 -0.03 -0.00 -0.01 -0.05
3 10 -0.01 0.02 -0.00 0.00 -0.00 0.00
21 0.03 0.01 0.00 -0.00 0.00 0.00
4 10 0.70 -0.23 0.04 0.00 -0.02 -0.07
21 -0.69 0.26 -0.04 -0.00 -0.01 -0.07
5 10 0.60 -0.20 0.04 0.00 -0.01 -0.06
21 -0.59 0.22 -0.04 -0.00 -0.01 -0.06
21 1 21 -0.00 0.01 0.00 -0.00 0.00 0.00
11 0.01 0.00 -0.00 0.00 -0.00 0.00
2 21 0.52 -0.15 0.01 -0.00 -0.00 -0.04
11 -0.52 0.15 -0.01 0.00 -0.00 -0.04
3 21 -0.00 0.02 0.00 -0.00 0.00 0.00
11 0.02 0.01 -0.00 0.00 -0.00 0.00
4 21 0.72 -0.19 0.01 -0.00 -0.00 -0.05
11 -0.71 0.22 -0.01 0.00 -0.01 -0.06
Page 16 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 17
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 21 0.62 -0.16 0.01 -0.00 -0.00 -0.05
11 -0.61 0.18 -0.01 0.00 -0.01 -0.05
22 1 22 7.96 -0.00 -0.00 -0.00 0.00 -0.00
69 -7.93 0.00 0.00 0.00 -0.00 -0.00
2 22 -235.83 0.64 -0.02 0.00 -0.01 0.23
69 235.83 1.98 0.02 -0.00 0.01 -0.40
3 22 11.14 -0.01 -0.01 -0.00 0.00 -0.00
69 -11.10 0.01 0.01 0.00 -0.00 -0.00
4 22 -319.02 0.89 -0.03 0.00 -0.01 0.33
69 319.06 2.78 0.03 -0.00 0.01 -0.56
5 22 -273.44 0.77 -0.03 0.00 -0.00 0.28
69 273.48 2.38 0.03 -0.00 0.01 -0.48
23 1 11 0.01 0.01 -0.00 -0.00 0.00 0.00
22 0.00 0.00 0.00 0.00 0.00 0.00
2 11 -0.19 -0.14 0.03 0.00 -0.02 -0.04
22 0.19 0.14 -0.03 -0.00 -0.00 -0.04
3 11 0.01 0.02 -0.00 -0.00 0.00 0.00
22 0.00 0.01 0.00 0.00 0.00 0.00
4 11 -0.25 -0.17 0.05 0.00 -0.02 -0.05
22 0.26 0.20 -0.05 -0.00 -0.00 -0.05
5 11 -0.21 -0.15 0.04 0.00 -0.02 -0.04
22 0.23 0.17 -0.04 -0.00 -0.00 -0.05
24 1 22 0.01 0.01 0.00 -0.00 -0.00 0.00
12 0.00 0.00 -0.00 0.00 -0.00 0.00
2 22 -0.00 -0.12 0.00 -0.00 0.00 -0.03
12 0.00 0.12 -0.00 0.00 -0.00 -0.03
3 22 0.01 0.02 0.00 -0.00 -0.00 0.00
12 0.00 0.01 -0.00 0.00 -0.00 0.00
4 22 0.01 -0.15 0.00 -0.00 0.00 -0.04
12 0.00 0.18 -0.00 0.00 -0.00 -0.05
5 22 0.01 -0.13 0.00 -0.00 0.00 -0.04
12 0.00 0.15 -0.00 0.00 -0.00 -0.04
25 1 23 7.86 -0.00 -0.00 -0.00 0.00 0.00
70 -7.83 0.00 0.00 0.00 0.00 -0.00
2 23 -189.07 0.49 -0.03 0.00 -0.00 0.15
70 189.07 2.14 0.03 -0.00 0.01 -0.35
3 23 11.00 -0.00 -0.00 -0.00 0.00 0.00
70 -10.96 0.00 0.00 0.00 0.00 -0.00
4 23 -253.69 0.68 -0.04 0.00 -0.00 0.20
70 253.73 3.00 0.04 -0.00 0.01 -0.49
5 23 -217.45 0.58 -0.03 0.00 -0.00 0.17
70 217.49 2.57 0.03 -0.00 0.01 -0.42
Page 17 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 18
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
26 1 12 0.01 0.01 -0.00 -0.00 0.00 0.00
23 0.00 0.00 0.00 0.00 0.00 0.00
2 12 -0.16 -0.11 0.02 0.00 -0.01 -0.03
23 0.16 0.11 -0.02 -0.00 -0.00 -0.03
3 12 0.01 0.02 -0.00 -0.00 0.00 0.00
23 0.00 0.01 0.00 0.00 0.00 0.00
4 12 -0.22 -0.14 0.03 0.00 -0.01 -0.04
23 0.23 0.16 -0.03 -0.00 -0.00 -0.04
5 12 -0.19 -0.12 0.03 0.00 -0.01 -0.03
23 0.20 0.14 -0.03 -0.00 -0.00 -0.04
27 1 23 0.01 0.01 0.00 -0.00 -0.00 0.00
13 0.00 0.00 -0.00 0.00 -0.00 0.00
2 23 0.03 -0.10 -0.00 -0.00 0.00 -0.03
13 -0.03 0.10 0.00 0.00 0.00 -0.03
3 23 0.01 0.02 0.00 -0.00 -0.00 0.00
13 0.00 0.01 -0.00 0.00 -0.00 0.00
4 23 0.05 -0.12 -0.00 -0.00 0.00 -0.03
13 -0.04 0.14 0.00 0.00 0.00 -0.04
5 23 0.04 -0.10 -0.00 -0.00 0.00 -0.03
13 -0.03 0.12 0.00 0.00 0.00 -0.03
28 1 24 7.76 -0.00 -0.00 -0.00 0.00 -0.00
71 -7.73 0.00 0.00 0.00 -0.00 -0.00
2 24 -147.46 0.44 -0.02 0.00 -0.00 0.08
71 147.46 2.18 0.02 -0.00 0.01 -0.30
3 24 10.86 -0.00 -0.00 -0.00 0.00 -0.00
71 -10.82 0.00 0.00 0.00 -0.00 -0.00
4 24 -195.58 0.61 -0.03 0.00 -0.00 0.12
71 195.62 3.06 0.03 -0.00 0.01 -0.42
5 24 -167.64 0.53 -0.02 0.00 -0.00 0.10
71 167.68 2.62 0.02 -0.00 0.01 -0.36
29 1 25 7.65 -0.00 -0.00 -0.00 0.00 0.00
72 -7.63 0.00 0.00 0.00 -0.00 -0.00
2 25 -111.04 0.38 -0.01 0.00 -0.00 0.03
72 111.04 2.24 0.01 -0.00 0.01 -0.26
3 25 10.72 -0.00 -0.00 -0.00 0.00 0.00
72 -10.68 0.00 0.00 0.00 -0.00 -0.00
4 25 -144.74 0.53 -0.02 0.00 -0.01 0.04
72 144.78 3.15 0.02 -0.00 0.01 -0.37
5 25 -124.06 0.45 -0.02 0.00 -0.00 0.03
72 124.10 2.70 0.02 -0.00 0.01 -0.31
30 1 26 7.55 -0.00 -0.00 -0.00 0.00 0.00
73 -7.52 0.00 0.00 0.00 -0.00 -0.00
Page 18 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 19
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 26 -79.83 0.32 -0.01 0.00 -0.01 -0.02
73 79.83 2.30 0.01 -0.00 0.01 -0.23
3 26 10.58 -0.00 -0.00 -0.00 0.00 0.00
73 -10.53 0.00 0.00 0.00 -0.00 -0.00
4 26 -101.19 0.45 -0.02 0.00 -0.01 -0.03
73 101.24 3.22 0.02 -0.00 0.01 -0.32
5 26 -86.74 0.39 -0.02 0.00 -0.01 -0.02
73 86.77 2.76 0.02 -0.00 0.01 -0.27
31 1 13 0.01 0.01 -0.00 -0.00 0.00 0.00
24 0.00 0.00 0.00 0.00 0.00 0.00
2 13 -0.10 -0.09 0.02 0.00 -0.01 -0.02
24 0.10 0.09 -0.02 -0.00 -0.00 -0.02
3 13 0.01 0.02 -0.00 -0.00 0.00 0.00
24 0.00 0.01 0.00 0.00 0.00 0.00
4 13 -0.14 -0.10 0.02 0.00 -0.01 -0.03
24 0.15 0.13 -0.02 -0.00 -0.00 -0.03
5 13 -0.12 -0.09 0.02 0.00 -0.01 -0.03
24 0.13 0.11 -0.02 -0.00 -0.00 -0.03
32 1 24 0.01 0.01 0.00 -0.00 -0.00 0.00
14 0.00 0.00 -0.00 0.00 -0.00 0.00
2 24 0.02 -0.07 -0.00 -0.00 0.00 -0.02
14 -0.02 0.07 0.00 0.00 0.00 -0.02
3 24 0.01 0.02 0.00 -0.00 -0.00 0.00
14 0.00 0.01 -0.00 0.00 -0.00 0.00
4 24 0.04 -0.09 -0.01 -0.00 0.00 -0.03
14 -0.02 0.11 0.01 0.00 0.00 -0.03
5 24 0.03 -0.07 -0.01 -0.00 0.00 -0.02
14 -0.02 0.10 0.01 0.00 0.00 -0.03
33 1 14 0.01 0.01 -0.00 -0.00 0.00 0.00
25 0.00 0.01 0.00 0.00 0.00 0.00
2 14 -0.08 -0.07 0.01 0.00 -0.01 -0.02
25 0.08 0.07 -0.01 -0.00 -0.00 -0.02
3 14 0.01 0.02 -0.00 -0.00 0.00 0.00
25 0.00 0.01 0.00 0.00 0.00 0.00
4 14 -0.11 -0.07 0.01 0.00 -0.01 -0.02
25 0.12 0.10 -0.01 -0.00 -0.00 -0.03
5 14 -0.09 -0.06 0.01 0.00 -0.01 -0.02
25 0.10 0.08 -0.01 -0.00 -0.00 -0.02
34 1 25 0.01 0.01 0.00 -0.00 -0.00 0.00
15 0.00 0.01 -0.00 0.00 -0.00 0.00
2 25 0.02 -0.06 -0.00 -0.00 -0.00 -0.02
15 -0.02 0.06 0.00 0.00 0.00 -0.02
Page 19 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 20
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 25 0.01 0.02 0.00 -0.00 -0.00 0.00
15 0.00 0.01 -0.00 0.00 -0.00 0.00
4 25 0.04 -0.06 -0.01 -0.00 -0.00 -0.02
15 -0.03 0.08 0.01 0.00 0.00 -0.02
5 25 0.03 -0.05 -0.00 -0.00 -0.00 -0.02
15 -0.02 0.07 0.00 0.00 0.00 -0.02
35 1 15 0.01 0.01 -0.00 -0.00 0.00 0.00
26 0.00 0.01 0.00 0.00 0.00 0.00
2 15 -0.07 -0.05 0.01 0.00 -0.00 -0.01
26 0.07 0.05 -0.01 -0.00 0.00 -0.01
3 15 0.01 0.02 -0.00 -0.00 0.00 0.00
26 0.00 0.01 0.00 0.00 0.00 0.00
4 15 -0.09 -0.05 0.01 0.00 -0.01 -0.02
26 0.10 0.07 -0.01 -0.00 0.00 -0.02
5 15 -0.08 -0.04 0.01 0.00 -0.01 -0.01
26 0.09 0.06 -0.01 -0.00 0.00 -0.02
36 1 27 7.45 -0.00 -0.00 -0.00 0.00 -0.00
74 -7.42 0.00 0.00 0.00 0.00 -0.00
2 27 -53.83 0.27 -0.01 0.00 -0.01 -0.06
74 53.83 2.35 0.01 -0.00 0.01 -0.20
3 27 10.43 -0.00 -0.00 -0.00 0.00 -0.00
74 -10.39 0.00 0.00 0.00 0.00 -0.00
4 27 -64.92 0.38 -0.02 0.00 -0.01 -0.08
74 64.97 3.30 0.02 -0.00 0.01 -0.28
5 27 -55.65 0.32 -0.02 0.00 -0.01 -0.07
74 55.69 2.83 0.02 -0.00 0.01 -0.24
37 1 28 7.35 -0.00 -0.00 -0.00 0.00 0.00
75 -7.32 0.00 0.00 0.00 0.00 -0.00
2 28 -33.00 0.22 -0.01 0.00 -0.01 -0.09
75 33.00 2.41 0.01 -0.00 0.01 -0.19
3 28 10.29 -0.00 -0.00 -0.00 0.00 0.00
75 -10.25 0.00 0.00 0.00 0.00 -0.00
4 28 -35.90 0.30 -0.02 0.00 -0.01 -0.12
75 35.95 3.38 0.02 -0.00 0.01 -0.26
5 28 -30.77 0.25 -0.02 0.00 -0.01 -0.11
75 30.81 2.90 0.02 -0.00 0.01 -0.22
38 1 29 7.25 -0.00 -0.00 -0.00 0.00 -0.00
76 -7.22 0.00 0.00 0.00 -0.00 -0.00
2 29 -17.26 0.23 -0.02 0.00 -0.01 -0.12
76 17.26 2.40 0.02 -0.00 0.01 -0.15
3 29 10.15 -0.00 -0.00 -0.00 0.00 -0.00
76 -10.11 0.00 0.00 0.00 -0.00 -0.00
Page 20 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 21
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 29 -14.02 0.32 -0.03 0.00 -0.01 -0.17
76 14.06 3.36 0.03 -0.00 0.02 -0.21
5 29 -12.01 0.27 -0.03 0.00 -0.01 -0.14
76 12.05 2.88 0.03 -0.00 0.01 -0.18
39 1 30 7.16 -0.01 -0.03 -0.00 0.00 0.00
77 -7.13 0.01 0.03 0.00 0.01 -0.00
2 30 -6.60 -0.17 -0.02 0.00 -0.01 -0.07
77 6.60 2.80 0.02 -0.00 0.01 -0.30
3 30 10.02 -0.01 -0.04 -0.00 0.00 0.00
77 -9.98 0.01 0.04 0.00 0.01 -0.00
4 30 0.79 -0.25 -0.07 0.00 -0.01 -0.10
77 -0.75 3.92 0.07 -0.00 0.02 -0.42
5 30 0.67 -0.21 -0.06 0.00 -0.01 -0.08
77 -0.64 3.36 0.06 -0.00 0.02 -0.36
40 1 26 0.01 0.01 0.00 -0.00 -0.00 0.00
16 0.00 0.01 -0.00 0.00 -0.00 0.00
2 26 0.03 -0.04 -0.00 -0.00 -0.00 -0.01
16 -0.03 0.04 0.00 0.00 0.00 -0.01
3 26 0.01 0.02 0.00 -0.00 -0.00 0.00
16 0.00 0.01 -0.00 0.00 -0.00 0.00
4 26 0.05 -0.04 -0.00 -0.00 -0.00 -0.01
16 -0.03 0.06 0.00 0.00 0.00 -0.02
5 26 0.04 -0.03 -0.00 -0.00 -0.00 -0.01
16 -0.03 0.05 0.00 0.00 0.00 -0.01
41 1 16 0.01 0.01 -0.00 -0.00 0.00 0.00
27 0.00 0.01 0.00 0.00 0.00 0.00
2 16 -0.06 -0.03 0.01 0.00 -0.00 -0.01
27 0.06 0.03 -0.01 -0.00 0.00 -0.01
3 16 0.01 0.02 -0.00 -0.00 0.00 0.00
27 0.00 0.01 0.00 0.00 0.00 0.00
4 16 -0.07 -0.03 0.01 0.00 -0.01 -0.01
27 0.08 0.05 -0.01 -0.00 0.00 -0.01
5 16 -0.06 -0.02 0.01 0.00 -0.01 -0.01
27 0.07 0.05 -0.01 -0.00 0.00 -0.01
42 1 27 0.01 0.01 0.00 -0.00 -0.00 0.00
17 0.00 0.01 -0.00 0.00 -0.00 0.00
2 27 0.02 -0.03 0.01 -0.00 -0.00 -0.01
17 -0.02 0.03 -0.01 0.00 -0.00 -0.01
3 27 0.01 0.02 0.00 -0.00 -0.00 0.00
17 0.00 0.01 -0.00 0.00 -0.00 0.00
4 27 0.04 -0.02 0.01 -0.00 -0.00 -0.01
17 -0.02 0.04 -0.01 0.00 -0.00 -0.01
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 22
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 27 0.03 -0.01 0.01 -0.00 -0.00 -0.01
17 -0.02 0.04 -0.01 0.00 -0.00 -0.01
43 1 17 0.01 0.01 -0.00 -0.00 0.00 0.00
28 0.00 0.01 0.00 0.00 0.00 0.00
2 17 -0.03 -0.02 0.01 0.00 -0.01 -0.01
28 0.03 0.02 -0.01 -0.00 0.00 -0.01
3 17 0.01 0.02 -0.00 -0.00 0.00 0.00
28 0.00 0.01 0.00 0.00 0.00 0.00
4 17 -0.03 -0.01 0.01 0.00 -0.01 -0.00
28 0.04 0.04 -0.01 -0.00 0.00 -0.01
5 17 -0.02 -0.01 0.01 0.00 -0.01 -0.00
28 0.04 0.03 -0.01 -0.00 0.00 -0.01
44 1 28 0.01 0.01 0.00 -0.00 -0.00 0.00
18 0.00 0.01 -0.00 0.00 -0.00 0.00
2 28 -0.01 -0.02 0.02 0.00 -0.00 -0.00
18 0.01 0.02 -0.02 -0.00 -0.01 -0.00
3 28 0.01 0.02 0.00 -0.00 -0.00 0.00
18 0.00 0.01 -0.00 0.00 -0.00 0.00
4 28 -0.01 -0.00 0.02 0.00 -0.01 -0.00
18 0.02 0.03 -0.02 -0.00 -0.01 -0.01
5 28 -0.01 -0.00 0.02 0.00 -0.00 -0.00
18 0.02 0.02 -0.02 -0.00 -0.01 -0.01
45 1 18 0.01 0.01 -0.00 -0.00 0.00 0.00
29 0.00 0.01 0.00 0.00 0.00 0.00
2 18 0.03 -0.01 0.02 0.00 -0.01 -0.00
29 -0.03 0.01 -0.02 -0.00 0.00 -0.00
3 18 0.01 0.02 -0.00 -0.00 0.00 0.00
29 0.00 0.01 0.00 0.00 0.00 0.00
4 18 0.06 0.00 0.02 0.00 -0.02 -0.00
29 -0.04 0.02 -0.02 -0.00 0.00 -0.00
5 18 0.05 0.00 0.02 0.00 -0.01 -0.00
29 -0.04 0.02 -0.02 -0.00 0.00 -0.00
46 1 29 0.01 0.01 0.00 -0.00 -0.00 0.00
19 0.00 0.01 -0.00 0.00 -0.00 0.00
2 29 -0.09 -0.01 0.03 0.00 -0.01 -0.00
19 0.09 0.01 -0.03 -0.00 -0.01 -0.00
3 29 0.01 0.02 0.00 -0.00 -0.00 0.00
19 0.00 0.01 -0.00 0.00 -0.00 0.00
4 29 -0.11 0.01 0.04 0.00 -0.01 -0.00
19 0.13 0.02 -0.04 -0.00 -0.01 -0.00
5 29 -0.10 0.01 0.03 0.00 -0.01 -0.00
19 0.11 0.02 -0.03 -0.00 -0.01 -0.00
Page 22 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 23
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
47 1 19 0.00 0.01 -0.00 -0.00 0.00 0.00
30 0.01 0.01 0.00 0.00 0.00 0.00
2 19 0.14 -0.00 0.03 -0.00 -0.02 -0.00
30 -0.14 0.00 -0.03 0.00 0.00 -0.00
3 19 0.00 0.02 -0.00 -0.00 0.00 0.00
30 0.01 0.01 0.00 0.00 0.00 0.00
4 19 0.20 0.01 0.04 -0.00 -0.02 0.00
30 -0.18 0.01 -0.04 0.00 0.00 -0.00
5 19 0.17 0.01 0.03 -0.00 -0.02 0.00
30 -0.16 0.01 -0.03 0.00 0.00 -0.00
48 1 30 -0.02 0.01 0.00 -0.00 -0.00 0.00
20 0.03 0.01 -0.00 0.00 -0.00 0.00
2 30 -0.21 -0.00 0.06 -0.00 -0.01 -0.00
20 0.21 0.00 -0.06 0.00 -0.03 -0.00
3 30 -0.03 0.02 0.00 -0.00 -0.00 0.00
20 0.04 0.01 -0.00 0.00 -0.00 0.00
4 30 -0.32 0.01 0.09 -0.00 -0.01 0.00
20 0.33 0.01 -0.09 0.00 -0.04 -0.00
5 30 -0.27 0.01 0.08 -0.00 -0.01 0.00
20 0.29 0.01 -0.08 0.00 -0.03 -0.00
49 1 31 7.05 0.00 0.05 -0.00 -0.01 0.00
6 -7.02 -0.00 -0.05 0.00 0.00 -0.00
2 31 -0.17 0.84 0.00 0.00 0.00 -0.15
6 0.17 1.79 -0.00 -0.00 -0.00 0.03
3 31 9.86 0.00 0.06 -0.00 -0.02 0.00
6 -9.82 -0.00 -0.06 0.00 0.00 -0.00
4 31 9.62 1.17 0.07 0.00 -0.02 -0.21
6 -9.58 2.50 -0.07 -0.00 -0.00 0.04
5 31 8.25 1.00 0.06 0.00 -0.01 -0.18
6 -8.21 2.15 -0.06 -0.00 -0.00 0.04
50 1 20 0.04 0.01 0.00 0.00 -0.00 0.00
31 -0.03 0.00 -0.00 -0.00 -0.00 0.00
2 20 0.37 0.00 0.05 0.00 -0.03 0.00
31 -0.37 -0.00 -0.05 -0.00 0.00 0.00
3 20 0.05 0.02 0.00 0.00 -0.00 0.00
31 -0.04 0.01 -0.00 -0.00 -0.00 0.00
4 20 0.56 0.02 0.08 0.00 -0.04 0.00
31 -0.55 0.00 -0.08 -0.00 0.00 0.00
5 20 0.48 0.02 0.07 0.00 -0.04 0.00
31 -0.47 0.00 -0.07 -0.00 0.00 0.00
51 1 31 0.06 0.01 0.00 -0.00 0.00 0.00
2 -0.05 0.01 -0.00 0.00 -0.00 0.00
Page 23 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 24
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 31 -0.44 -0.00 0.05 0.00 -0.01 -0.00
2 0.44 0.00 -0.05 -0.00 -0.02 -0.00
3 31 0.09 0.02 0.00 -0.00 0.00 0.00
2 -0.07 0.01 -0.00 0.00 -0.00 0.00
4 31 -0.53 0.01 0.07 0.00 -0.01 0.00
2 0.55 0.01 -0.07 -0.00 -0.03 -0.00
5 31 -0.46 0.01 0.06 0.00 -0.01 0.00
2 0.47 0.01 -0.06 -0.00 -0.02 -0.00
52 1 2 -0.05 0.01 -0.00 -0.00 0.00 0.00
6 0.05 0.01 0.00 0.00 0.00 -0.00
2 2 -0.24 0.00 0.25 0.00 -0.07 0.00
6 0.24 -0.00 -0.25 -0.00 -0.06 0.00
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6 0.06 0.01 0.00 0.00 0.00 -0.00
4 2 -0.41 0.02 0.35 0.00 -0.09 0.00
6 0.41 0.00 -0.35 -0.00 -0.08 0.00
5 2 -0.35 0.02 0.30 0.00 -0.08 0.00
6 0.35 0.00 -0.30 -0.00 -0.07 0.00
53 1 6 -0.00 0.01 0.00 0.00 -0.00 0.00
8 0.00 0.01 -0.00 -0.00 -0.00 -0.00
2 6 1.54 -0.17 -0.24 -0.00 0.06 -0.03
8 -1.54 0.17 0.24 0.00 0.06 -0.05
3 6 -0.00 0.01 0.00 0.00 -0.00 0.00
8 0.00 0.01 -0.00 -0.00 -0.00 -0.00
4 6 2.15 -0.23 -0.34 -0.00 0.09 -0.04
8 -2.15 0.25 0.34 0.00 0.08 -0.07
5 6 1.84 -0.19 -0.29 -0.00 0.08 -0.04
8 -1.84 0.22 0.29 0.00 0.07 -0.06
54 1 2 0.00 0.01 0.00 0.00 -0.00 0.00
4 -0.00 0.01 -0.00 -0.00 -0.00 -0.00
2 2 1.13 -0.17 -0.27 -0.00 0.06 -0.03
4 -1.13 0.17 0.27 0.00 0.07 -0.05
3 2 0.00 0.01 0.00 0.00 -0.00 0.00
4 -0.00 0.01 -0.00 -0.00 -0.00 -0.00
4 2 1.58 -0.23 -0.38 -0.00 0.09 -0.04
4 -1.58 0.25 0.38 0.00 0.10 -0.08
5 2 1.36 -0.19 -0.32 -0.00 0.07 -0.04
4 -1.36 0.22 0.32 0.00 0.09 -0.06
55 1 4 -0.04 0.01 -0.00 -0.00 0.00 0.00
8 0.04 0.01 0.00 0.00 0.00 -0.00
2 4 0.13 0.00 0.21 0.00 -0.05 0.00
8 -0.13 -0.00 -0.21 -0.00 -0.06 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 25
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 4 -0.06 0.02 -0.00 -0.00 0.00 0.00
8 0.06 0.01 0.00 0.00 0.00 -0.00
4 4 0.12 0.02 0.30 0.00 -0.07 0.00
8 -0.12 0.01 -0.30 -0.00 -0.08 0.00
5 4 0.10 0.02 0.25 0.00 -0.06 0.00
8 -0.10 0.01 -0.25 -0.00 -0.07 0.00
56 1 32 8.16 -0.01 0.02 0.00 -0.01 -0.01
34 -8.10 0.01 -0.02 -0.00 0.00 -0.00
2 32 315.44 0.38 1.05 0.00 -0.49 0.52
34 -315.44 -0.38 -1.05 -0.00 -0.03 -0.33
3 32 11.42 -0.02 0.03 0.00 -0.01 -0.01
34 -11.33 0.02 -0.03 -0.00 0.00 -0.00
4 32 453.04 0.51 1.49 0.00 -0.70 0.72
34 -452.95 -0.51 -1.49 -0.00 -0.05 -0.46
5 32 388.32 0.44 1.28 0.00 -0.60 0.61
34 -388.25 -0.44 -1.28 -0.00 -0.04 -0.39
57 1 3 0.18 0.01 0.00 0.00 -0.00 0.00
32 -0.17 0.01 -0.00 -0.00 -0.00 -0.00
2 3 8.25 0.15 0.43 0.00 -0.19 0.05
32 -8.25 -0.15 -0.43 -0.00 -0.05 0.04
3 3 0.25 0.02 0.00 0.00 -0.00 0.00
32 -0.24 0.01 -0.00 -0.00 -0.00 -0.00
4 3 11.81 0.23 0.61 0.00 -0.27 0.07
32 -11.80 -0.20 -0.61 -0.00 -0.07 0.05
5 3 10.12 0.19 0.52 0.00 -0.23 0.06
32 -10.11 -0.17 -0.52 -0.00 -0.06 0.05
58 1 33 8.12 -0.01 -0.00 -0.00 0.00 -0.00
56 -8.09 0.01 0.00 0.00 -0.00 -0.00
2 33 316.20 0.39 -0.35 0.00 0.14 0.42
56 -316.20 -0.39 0.35 -0.00 -0.05 -0.32
3 33 11.36 -0.02 -0.01 -0.00 0.00 -0.00
56 -11.32 0.02 0.01 0.00 -0.00 -0.00
4 33 454.04 0.52 -0.49 0.00 0.20 0.59
56 -454.00 -0.52 0.49 -0.00 -0.07 -0.45
5 33 389.18 0.45 -0.42 0.00 0.17 0.50
56 -389.14 -0.45 0.42 -0.00 -0.06 -0.39
59 1 32 0.05 0.01 0.00 0.00 -0.00 0.00
33 -0.04 0.00 -0.00 -0.00 -0.00 0.00
2 32 1.70 0.21 -0.03 -0.00 0.01 0.06
33 -1.70 -0.21 0.03 0.00 0.00 0.05
3 32 0.07 0.02 0.00 0.00 -0.00 0.00
33 -0.06 0.01 -0.00 -0.00 -0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 26
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 32 2.45 0.31 -0.03 -0.00 0.02 0.09
33 -2.44 -0.28 0.03 0.00 0.00 0.08
5 32 2.10 0.26 -0.03 -0.00 0.01 0.08
33 -2.09 -0.24 0.03 0.00 0.00 0.07
60 1 34 8.05 0.01 -0.00 -0.00 0.00 0.00
36 -7.99 -0.01 0.00 0.00 0.00 0.00
2 34 260.37 0.65 -0.02 -0.00 0.02 0.54
36 -260.37 -0.65 0.02 0.00 -0.01 -0.22
3 34 11.27 0.01 -0.01 -0.00 0.00 0.00
36 -11.18 -0.01 0.01 0.00 0.00 0.00
4 34 375.79 0.92 -0.03 -0.00 0.03 0.76
36 -375.71 -0.92 0.03 0.00 -0.01 -0.30
5 34 322.11 0.79 -0.03 -0.00 0.03 0.65
36 -322.03 -0.79 0.03 0.00 -0.01 -0.26
61 1 33 -0.01 0.01 -0.00 -0.00 0.00 0.00
34 0.02 0.00 0.00 0.00 -0.00 0.00
2 33 -0.45 0.18 0.04 0.00 -0.00 0.05
34 0.45 -0.18 -0.04 -0.00 -0.02 0.05
3 33 -0.02 0.02 -0.00 -0.00 0.00 0.00
34 0.03 0.01 0.00 0.00 -0.00 0.00
4 33 -0.65 0.27 0.06 0.00 -0.01 0.07
34 0.66 -0.24 -0.06 -0.00 -0.03 0.07
5 33 -0.55 0.23 0.05 0.00 -0.01 0.06
34 0.57 -0.21 -0.05 -0.00 -0.02 0.06
62 1 35 8.01 0.01 0.00 0.00 -0.00 0.00
57 -7.98 -0.01 -0.00 -0.00 0.00 0.00
2 35 260.39 0.66 0.07 0.00 -0.03 0.38
57 -260.39 -0.66 -0.07 -0.00 0.01 -0.21
3 35 11.21 0.01 0.01 0.00 -0.00 0.00
57 -11.17 -0.01 -0.01 -0.00 0.00 0.00
4 35 375.75 0.93 0.10 0.00 -0.04 0.53
57 -375.71 -0.93 -0.10 -0.00 0.02 -0.30
5 35 322.07 0.80 0.09 0.00 -0.04 0.45
57 -322.04 -0.80 -0.09 -0.00 0.01 -0.25
63 1 34 -0.00 0.01 -0.00 -0.00 0.00 0.00
35 0.01 0.00 0.00 0.00 0.00 0.00
2 34 -0.53 0.15 0.01 -0.00 -0.00 0.04
35 0.53 -0.15 -0.01 0.00 -0.00 0.04
3 34 -0.00 0.02 -0.00 -0.00 0.00 0.00
35 0.02 0.01 0.00 0.00 0.00 0.00
4 34 -0.74 0.23 0.01 -0.00 -0.00 0.06
35 0.75 -0.20 -0.01 0.00 -0.01 0.06
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 27
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 34 -0.63 0.19 0.01 -0.00 -0.00 0.05
35 0.65 -0.17 -0.01 0.00 -0.00 0.05
64 1 36 7.95 0.00 -0.00 0.00 0.00 0.00
38 -7.89 -0.00 0.00 -0.00 0.00 0.00
2 36 211.13 0.49 0.01 -0.00 0.00 0.41
38 -211.13 -0.49 -0.01 0.00 -0.00 -0.17
3 36 11.12 0.00 -0.00 0.00 0.00 0.00
38 -11.04 -0.00 0.00 -0.00 0.00 0.00
4 36 306.71 0.69 0.00 -0.00 0.00 0.58
38 -306.63 -0.69 -0.00 0.00 -0.01 -0.23
5 36 262.90 0.59 0.00 -0.00 0.00 0.49
38 -262.83 -0.59 -0.00 0.00 -0.00 -0.20
65 1 35 0.01 0.01 0.00 -0.00 -0.00 0.00
36 0.00 0.00 -0.00 0.00 -0.00 0.00
2 35 0.19 0.13 0.02 0.00 0.00 0.04
36 -0.19 -0.13 -0.02 -0.00 -0.01 0.04
3 35 0.01 0.02 0.00 -0.00 -0.00 0.00
36 0.00 0.01 -0.00 0.00 -0.00 0.00
4 35 0.27 0.21 0.03 0.00 0.00 0.05
36 -0.26 -0.18 -0.03 -0.00 -0.02 0.05
5 35 0.23 0.18 0.02 0.00 0.00 0.05
36 -0.22 -0.16 -0.02 -0.00 -0.02 0.05
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58 -7.88 -0.00 -0.00 0.00 -0.00 0.00
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58 -11.03 -0.00 -0.00 0.00 -0.00 0.00
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58 -306.08 -0.70 0.00 -0.00 -0.00 -0.23
5 37 262.39 0.60 -0.00 0.00 0.00 0.34
58 -262.36 -0.60 0.00 -0.00 -0.00 -0.19
67 1 36 0.01 0.01 -0.00 -0.00 0.00 0.00
37 0.00 0.00 0.00 0.00 0.00 0.00
2 36 0.00 0.12 0.01 -0.00 -0.00 0.03
37 -0.00 -0.12 -0.01 0.00 -0.00 0.03
3 36 0.01 0.02 -0.00 -0.00 0.00 0.00
37 0.00 0.01 0.00 0.00 0.00 0.00
4 36 0.01 0.19 0.01 -0.00 -0.00 0.05
37 0.00 -0.16 -0.01 0.00 -0.00 0.05
5 36 0.01 0.16 0.01 -0.00 -0.00 0.04
37 0.00 -0.14 -0.01 0.00 -0.00 0.04
Page 27 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
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STAAD SPACE -- PAGE NO. 28
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
68 1 38 7.85 0.00 -0.00 -0.00 0.00 0.00
40 -7.79 -0.00 0.00 0.00 0.00 0.00
2 38 166.94 0.46 0.02 -0.00 -0.00 0.34
40 -166.94 -0.46 -0.02 0.00 -0.01 -0.11
3 38 10.98 0.00 -0.00 -0.00 0.00 0.00
40 -10.90 -0.00 0.00 0.00 0.00 0.00
4 38 244.70 0.65 0.02 -0.00 -0.00 0.48
40 -244.61 -0.65 -0.02 0.00 -0.01 -0.15
5 38 209.74 0.56 0.02 -0.00 -0.00 0.41
40 -209.67 -0.56 -0.02 0.00 -0.01 -0.13
69 1 37 0.01 0.01 0.00 -0.00 -0.00 0.00
38 0.00 0.00 -0.00 0.00 -0.00 0.00
2 37 0.16 0.11 0.01 0.00 0.00 0.03
38 -0.16 -0.11 -0.01 -0.00 -0.01 0.03
3 37 0.01 0.02 0.00 -0.00 -0.00 0.00
38 0.00 0.01 -0.00 0.00 -0.00 0.00
4 37 0.24 0.17 0.02 0.00 0.00 0.05
38 -0.22 -0.15 -0.02 -0.00 -0.01 0.04
5 37 0.20 0.15 0.02 0.00 0.00 0.04
38 -0.19 -0.13 -0.02 -0.00 -0.01 0.04
70 1 39 7.81 0.00 0.00 -0.00 -0.00 0.00
59 -7.78 -0.00 -0.00 0.00 0.00 0.00
2 39 166.26 0.47 -0.00 0.00 -0.00 0.22
59 -166.26 -0.47 0.00 -0.00 0.00 -0.11
3 39 10.93 0.00 0.00 -0.00 -0.00 0.00
59 -10.89 -0.00 -0.00 0.00 0.00 0.00
4 39 243.69 0.67 -0.00 0.00 -0.00 0.31
59 -243.65 -0.67 0.00 -0.00 0.00 -0.15
5 39 208.88 0.57 -0.00 0.00 -0.00 0.27
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71 1 38 0.01 0.01 -0.00 -0.00 0.00 0.00
39 0.00 0.00 0.00 0.00 0.00 0.00
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39 0.00 0.01 0.00 0.00 0.00 0.00
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39 0.04 -0.11 0.00 0.00 -0.00 0.03
72 1 40 7.75 0.00 -0.00 -0.00 0.00 0.00
42 -7.69 -0.00 0.00 0.00 0.00 0.00
Page 28 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 29
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 40 127.93 0.40 0.01 -0.00 -0.00 0.26
42 -127.93 -0.40 -0.01 0.00 -0.01 -0.06
3 40 10.84 0.00 -0.00 -0.00 0.00 0.00
42 -10.76 -0.00 0.00 0.00 0.00 0.00
4 40 189.95 0.56 0.01 -0.00 0.00 0.37
42 -189.87 -0.56 -0.01 0.00 -0.01 -0.09
5 40 162.81 0.48 0.01 -0.00 0.00 0.32
42 -162.74 -0.48 -0.01 0.00 -0.01 -0.08
73 1 39 0.01 0.01 0.00 -0.00 -0.00 0.00
40 0.00 0.00 -0.00 0.00 -0.00 0.00
2 39 0.10 0.09 0.01 0.00 0.00 0.02
40 -0.10 -0.09 -0.01 -0.00 -0.01 0.02
3 39 0.01 0.02 0.00 -0.00 -0.00 0.00
40 0.00 0.01 -0.00 0.00 -0.00 0.00
4 39 0.15 0.14 0.01 0.00 0.00 0.04
40 -0.14 -0.11 -0.01 -0.00 -0.01 0.03
5 39 0.13 0.12 0.01 0.00 0.00 0.03
40 -0.12 -0.10 -0.01 -0.00 -0.01 0.03
74 1 41 7.71 0.00 0.00 -0.00 -0.00 -0.00
60 -7.68 -0.00 -0.00 0.00 0.00 0.00
2 41 127.04 0.41 -0.01 -0.00 0.00 0.16
60 -127.04 -0.41 0.01 0.00 0.00 -0.06
3 41 10.79 0.00 0.00 -0.00 -0.00 -0.00
60 -10.75 -0.00 -0.00 0.00 0.00 0.00
4 41 188.64 0.58 -0.00 -0.00 -0.00 0.23
60 -188.60 -0.58 0.00 0.00 0.00 -0.08
5 41 161.69 0.49 -0.00 -0.00 -0.00 0.19
60 -161.66 -0.49 0.00 0.00 0.00 -0.07
75 1 40 0.01 0.01 -0.00 -0.00 0.00 0.00
41 0.00 0.00 0.00 0.00 0.00 0.00
2 40 -0.02 0.07 -0.00 -0.00 0.00 0.02
41 0.02 -0.07 0.00 0.00 -0.00 0.02
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41 0.00 0.01 0.00 0.00 0.00 0.00
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41 0.03 -0.10 0.01 0.00 -0.00 0.03
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41 0.03 -0.08 0.01 0.00 -0.00 0.03
76 1 42 7.64 0.00 -0.00 -0.00 0.00 0.00
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2 42 94.12 0.34 0.01 -0.00 0.00 0.20
44 -94.12 -0.34 -0.01 0.00 -0.01 -0.03
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 30
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 42 10.70 0.00 -0.00 -0.00 0.00 0.00
44 -10.62 -0.00 0.00 0.00 0.00 0.00
4 42 142.48 0.49 0.01 -0.00 0.00 0.28
44 -142.39 -0.49 -0.01 0.00 -0.01 -0.03
5 42 122.12 0.42 0.01 -0.00 0.00 0.24
44 -122.05 -0.42 -0.01 0.00 -0.01 -0.03
77 1 41 0.01 0.01 0.00 -0.00 -0.00 0.00
42 0.00 0.01 -0.00 0.00 -0.00 0.00
2 41 0.08 0.07 0.01 0.00 0.00 0.02
42 -0.08 -0.07 -0.01 -0.00 -0.00 0.02
3 41 0.01 0.02 0.00 -0.00 -0.00 0.00
42 0.00 0.01 -0.00 0.00 -0.00 0.00
4 41 0.13 0.11 0.01 0.00 0.00 0.03
42 -0.11 -0.08 -0.01 -0.00 -0.01 0.03
5 41 0.11 0.09 0.01 0.00 0.00 0.02
42 -0.10 -0.07 -0.01 -0.00 -0.01 0.02
78 1 43 7.60 0.00 0.00 -0.00 -0.00 -0.00
61 -7.57 -0.00 -0.00 0.00 0.00 0.00
2 43 93.04 0.35 -0.01 -0.00 0.00 0.11
61 -93.04 -0.35 0.01 0.00 0.00 -0.02
3 43 10.65 0.00 0.00 -0.00 -0.00 -0.00
61 -10.60 -0.00 -0.00 0.00 0.00 0.00
4 43 140.91 0.50 -0.00 -0.00 -0.00 0.15
61 -140.86 -0.50 0.00 0.00 0.00 -0.03
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61 -120.74 -0.43 0.00 0.00 0.00 -0.03
79 1 42 0.01 0.01 -0.00 -0.00 0.00 0.00
43 0.00 0.01 0.00 0.00 0.00 0.00
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43 0.02 -0.06 0.01 0.00 0.00 0.02
3 42 0.01 0.02 -0.00 -0.00 0.00 0.00
43 0.00 0.01 0.00 0.00 0.00 0.00
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43 0.04 -0.07 0.01 0.00 0.00 0.02
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43 0.03 -0.06 0.01 0.00 0.00 0.02
80 1 44 7.54 0.00 -0.00 -0.00 0.00 0.00
46 -7.48 -0.00 0.00 0.00 0.00 0.00
2 44 65.52 0.28 0.01 -0.00 0.00 0.14
46 -65.52 -0.28 -0.01 0.00 -0.01 0.00
3 44 10.56 0.00 -0.00 -0.00 0.00 0.00
46 -10.48 -0.00 0.00 0.00 0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 31
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 44 102.29 0.40 0.01 -0.00 0.00 0.20
46 -102.21 -0.40 -0.01 0.00 -0.01 0.01
5 44 87.68 0.35 0.01 -0.00 0.00 0.17
46 -87.61 -0.35 -0.01 0.00 -0.01 0.00
81 1 43 0.01 0.01 0.00 -0.00 -0.00 0.00
44 0.00 0.01 -0.00 0.00 -0.00 0.00
2 43 0.07 0.05 0.01 0.00 0.00 0.01
44 -0.07 -0.05 -0.01 -0.00 -0.00 0.01
3 43 0.01 0.02 0.00 -0.00 -0.00 0.00
44 0.00 0.01 -0.00 0.00 -0.00 0.00
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44 -0.10 -0.06 -0.01 -0.00 -0.01 0.02
5 43 0.09 0.07 0.01 0.00 0.00 0.02
44 -0.08 -0.05 -0.01 -0.00 -0.00 0.02
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62 -7.47 -0.00 -0.00 0.00 0.00 0.00
2 45 64.27 0.29 -0.00 0.00 0.00 0.07
62 -64.27 -0.29 0.00 -0.00 0.00 0.01
3 45 10.50 0.00 0.00 -0.00 -0.00 -0.00
62 -10.46 -0.00 -0.00 0.00 0.00 0.00
4 45 100.48 0.41 -0.00 0.00 0.00 0.09
62 -100.44 -0.41 0.00 -0.00 0.00 0.01
5 45 86.13 0.35 -0.00 0.00 0.00 0.08
62 -86.09 -0.35 0.00 -0.00 0.00 0.01
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45 0.00 0.01 0.00 0.00 0.00 0.00
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45 0.03 -0.04 0.01 0.00 0.00 0.01
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45 0.00 0.01 0.00 0.00 0.00 0.00
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45 0.04 -0.05 0.01 0.00 0.00 0.02
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45 0.04 -0.04 0.01 0.00 0.00 0.01
84 1 46 7.44 0.00 -0.00 -0.00 0.00 0.00
48 -7.38 -0.00 0.00 0.00 0.00 0.00
2 46 42.12 0.24 0.01 -0.00 0.00 0.09
48 -42.12 -0.24 -0.01 0.00 -0.01 0.03
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48 -10.34 -0.00 0.00 0.00 0.00 0.00
4 46 69.39 0.33 0.00 -0.00 0.01 0.13
48 -69.31 -0.33 -0.00 0.00 -0.01 0.04
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 32
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 46 59.48 0.29 0.00 -0.00 0.00 0.11
48 -59.41 -0.29 -0.00 0.00 -0.01 0.03
85 1 45 0.01 0.01 0.00 -0.00 -0.00 0.00
46 0.00 0.01 -0.00 0.00 -0.00 0.00
2 45 0.06 0.03 0.01 0.00 -0.00 0.01
46 -0.06 -0.03 -0.01 -0.00 -0.00 0.01
3 45 0.01 0.02 0.00 -0.00 -0.00 0.00
46 0.00 0.01 -0.00 0.00 -0.00 0.00
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46 -0.06 -0.03 -0.01 -0.00 -0.01 0.01
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63 -7.37 -0.00 -0.00 0.00 -0.00 0.00
2 47 40.75 0.23 0.00 0.00 0.00 0.03
63 -40.75 -0.23 -0.00 -0.00 -0.00 0.03
3 47 10.36 0.00 0.00 -0.00 -0.00 -0.00
63 -10.32 -0.00 -0.00 0.00 -0.00 0.00
4 47 67.41 0.33 0.01 0.00 0.00 0.04
63 -67.37 -0.33 -0.01 -0.00 -0.00 0.04
5 47 57.78 0.28 0.01 0.00 0.00 0.03
63 -57.74 -0.28 -0.01 -0.00 -0.00 0.04
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47 0.03 -0.02 0.00 0.00 0.00 0.01
88 1 48 7.34 0.00 -0.00 0.00 0.00 0.00
50 -7.28 -0.00 0.00 -0.00 0.00 0.00
2 48 23.86 0.14 0.00 -0.00 0.00 0.04
50 -23.86 -0.14 -0.00 0.00 -0.01 0.03
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50 -10.20 -0.00 0.00 -0.00 0.00 0.00
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50 -43.60 -0.20 0.00 0.00 -0.01 0.04
5 48 37.45 0.18 -0.00 -0.00 0.01 0.05
50 -37.37 -0.18 0.00 0.00 -0.01 0.03
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 33
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
89 1 47 0.01 0.01 0.00 -0.00 -0.00 0.00
48 0.00 0.01 -0.00 0.00 -0.00 0.00
2 47 0.03 0.02 0.02 0.00 -0.00 0.01
48 -0.03 -0.02 -0.02 -0.00 -0.01 0.01
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48 0.00 0.01 -0.00 0.00 -0.00 0.00
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48 -0.03 -0.02 -0.02 -0.00 -0.01 0.01
5 47 0.04 0.04 0.02 0.00 -0.00 0.01
48 -0.03 -0.02 -0.02 -0.00 -0.01 0.01
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64 -7.27 -0.00 -0.00 0.00 0.00 0.00
2 49 22.48 0.12 0.01 0.00 0.00 0.00
64 -22.48 -0.12 -0.01 -0.00 -0.00 0.03
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64 -10.18 -0.00 -0.00 0.00 0.00 0.00
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64 -41.65 -0.17 -0.02 -0.00 -0.00 0.04
5 49 35.74 0.15 0.01 0.00 -0.00 0.00
64 -35.70 -0.15 -0.01 -0.00 -0.00 0.03
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49 -0.01 -0.01 -0.01 0.00 0.00 0.01
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49 -0.01 -0.01 -0.00 0.00 0.00 0.01
92 1 50 7.24 0.00 -0.00 -0.00 0.00 0.00
52 -7.19 -0.00 0.00 0.00 -0.00 0.00
2 50 10.81 0.26 0.01 -0.00 0.01 0.03
52 -10.81 -0.26 -0.01 0.00 -0.01 0.10
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4 50 25.28 0.37 0.01 -0.00 0.01 0.04
52 -25.20 -0.37 -0.01 0.00 -0.01 0.14
5 50 21.67 0.31 0.01 -0.00 0.01 0.03
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93 1 49 0.01 0.01 0.00 -0.00 -0.00 0.00
50 0.00 0.01 -0.00 0.00 -0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 34
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 49 -0.03 0.01 0.02 0.00 -0.00 0.00
50 0.03 -0.01 -0.02 -0.00 -0.01 0.00
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50 0.04 -0.01 -0.03 -0.00 -0.01 0.00
94 1 51 7.20 0.00 0.01 -0.00 -0.00 -0.00
65 -7.17 -0.00 -0.01 0.00 -0.00 0.00
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65 -10.04 -0.00 -0.01 0.00 -0.00 0.00
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65 -20.25 -0.28 -0.00 -0.00 0.00 0.13
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51 0.00 0.01 0.00 0.00 0.00 0.00
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5 50 0.12 0.02 0.02 0.00 -0.01 0.00
51 -0.11 -0.00 -0.02 -0.00 0.00 0.00
96 1 52 7.15 0.01 -0.03 0.00 0.00 0.00
54 -7.09 -0.01 0.03 -0.00 0.01 0.00
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54 -9.93 -0.01 0.04 -0.00 0.02 0.00
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54 -12.92 0.83 0.17 -0.00 0.06 -0.31
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97 1 51 0.00 0.01 0.00 -0.00 -0.00 0.00
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2 51 -0.12 0.00 0.05 -0.00 -0.01 0.00
52 0.12 -0.00 -0.05 0.00 -0.02 0.00
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 51 0.00 0.02 0.00 -0.00 -0.00 0.00
52 0.01 0.01 -0.00 0.00 -0.00 0.00
4 51 -0.17 0.02 0.06 -0.00 -0.01 0.00
52 0.18 0.00 -0.06 0.00 -0.03 0.00
5 51 -0.14 0.02 0.05 -0.00 -0.01 0.00
52 0.16 0.00 -0.05 0.00 -0.02 0.00
98 1 53 7.07 0.00 0.00 0.00 -0.00 -0.00
66 -7.04 -0.00 -0.00 -0.00 -0.00 0.00
2 53 1.60 -0.72 0.08 0.00 -0.02 0.08
66 -1.60 0.72 -0.08 -0.00 -0.00 -0.26
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66 -9.86 -0.00 -0.00 -0.00 -0.00 0.00
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66 -12.09 1.00 -0.11 -0.00 -0.00 -0.36
5 53 10.40 -0.86 0.09 0.00 -0.02 0.09
66 -10.36 0.86 -0.09 -0.00 -0.00 -0.31
99 1 52 -0.02 0.01 -0.00 -0.00 0.00 0.00
53 0.03 0.01 0.00 0.00 0.00 0.00
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53 0.04 0.01 0.00 0.00 0.00 0.00
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53 -0.11 0.00 -0.05 0.00 0.00 0.00
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53 -0.09 0.00 -0.04 0.00 0.00 0.00
100 1 54 7.05 0.00 0.04 -0.00 -0.01 -0.00
8 -7.02 -0.00 -0.04 0.00 0.00 0.00
2 54 0.17 1.32 0.11 -0.00 -0.03 0.28
8 -0.17 -1.32 -0.11 0.00 -0.00 0.05
3 54 9.87 0.00 0.06 -0.00 -0.02 -0.00
8 -9.82 -0.00 -0.06 0.00 0.00 0.00
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8 -10.06 -1.85 -0.22 0.00 -0.00 0.07
5 54 8.66 1.59 0.19 -0.00 -0.05 0.33
8 -8.62 -1.59 -0.19 0.00 -0.00 0.06
101 1 53 0.04 0.01 0.00 -0.00 -0.00 0.00
54 -0.03 0.00 -0.00 0.00 -0.00 0.00
2 53 -0.29 0.00 0.04 0.00 -0.01 0.00
54 0.29 -0.00 -0.04 -0.00 -0.01 0.00
3 53 0.05 0.02 0.00 -0.00 -0.00 0.00
54 -0.04 0.01 -0.00 0.00 -0.00 0.00
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 53 -0.35 0.02 0.06 0.00 -0.01 0.00
54 0.36 0.00 -0.06 -0.00 -0.02 0.00
5 53 -0.30 0.02 0.05 0.00 -0.01 0.00
54 0.31 0.00 -0.05 -0.00 -0.01 0.00
102 1 54 0.06 0.01 0.00 0.00 -0.00 0.00
4 -0.05 0.01 -0.00 -0.00 0.00 0.00
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4 0.44 0.00 -0.10 0.00 -0.03 0.00
3 54 0.08 0.02 0.00 0.00 -0.00 0.00
4 -0.07 0.01 -0.00 -0.00 0.00 0.00
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4 0.55 0.01 -0.14 0.00 -0.04 0.00
5 54 -0.46 0.01 0.12 -0.00 -0.03 0.00
4 0.47 0.01 -0.12 0.00 -0.04 0.00
103 1 55 8.14 -0.01 0.02 0.00 -0.00 -0.01
33 -8.11 0.01 -0.02 -0.00 -0.00 0.00
2 55 315.21 0.40 0.60 -0.00 -0.02 0.52
33 -315.21 -0.40 -0.60 0.00 -0.13 -0.42
3 55 11.39 -0.02 0.03 0.00 -0.00 -0.01
33 -11.35 0.02 -0.03 -0.00 -0.01 0.00
4 55 452.69 0.55 0.86 -0.00 -0.02 0.73
33 -452.65 -0.55 -0.86 0.00 -0.19 -0.59
5 55 388.02 0.47 0.74 -0.00 -0.02 0.62
33 -387.99 -0.47 -0.74 0.00 -0.17 -0.51
104 1 1 0.11 0.01 0.00 0.00 -0.00 0.00
55 -0.10 0.01 -0.00 -0.00 -0.00 -0.00
2 1 -54.56 -0.19 -0.02 0.00 0.00 -0.01
55 54.56 0.19 0.02 -0.00 0.01 -0.10
3 1 0.15 0.02 0.00 0.00 -0.00 0.00
55 -0.14 0.01 -0.00 -0.00 -0.00 -0.00
4 1 -76.23 -0.25 -0.02 0.00 0.00 -0.01
55 76.24 0.27 0.02 -0.00 0.01 -0.14
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55 65.35 0.24 0.02 -0.00 0.01 -0.12
105 1 55 0.03 0.01 -0.00 0.00 0.00 0.00
10 -0.02 0.00 0.00 -0.00 0.00 0.00
2 55 63.74 0.48 -0.00 0.00 -0.01 0.12
10 -63.74 -0.48 0.00 -0.00 0.01 0.15
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10 -0.02 0.00 0.00 -0.00 0.00 0.00
4 55 89.27 0.70 -0.00 0.00 -0.01 0.17
10 -89.26 -0.67 0.00 -0.00 0.01 0.22
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 37
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 55 76.52 0.60 -0.00 0.00 -0.01 0.14
10 -76.51 -0.57 0.00 -0.00 0.01 0.19
106 1 56 8.06 0.01 -0.00 0.00 0.00 0.00
35 -8.03 -0.01 0.00 -0.00 -0.00 -0.00
2 56 260.70 0.69 -0.36 -0.00 0.06 0.55
35 -260.70 -0.69 0.36 0.00 0.03 -0.38
3 56 11.29 0.01 -0.01 0.00 0.00 0.00
35 -11.24 -0.01 0.01 -0.00 -0.00 -0.00
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35 -376.22 -0.97 0.51 0.00 0.05 -0.53
5 56 322.51 0.83 -0.44 -0.00 0.07 0.66
35 -322.47 -0.83 0.44 0.00 0.04 -0.45
107 1 10 -0.01 0.01 -0.00 -0.00 0.00 0.00
56 0.02 0.00 0.00 0.00 0.00 0.00
2 10 -61.43 -0.44 0.01 0.00 -0.00 -0.11
56 61.43 0.44 -0.01 -0.00 -0.00 -0.13
3 10 -0.01 0.02 -0.00 -0.00 0.00 0.00
56 0.02 0.01 0.00 0.00 0.00 0.00
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56 86.03 0.63 -0.01 -0.00 -0.00 -0.19
5 10 -73.73 -0.51 0.01 0.00 -0.00 -0.13
56 73.74 0.54 -0.01 -0.00 -0.00 -0.16
108 1 56 0.00 0.01 0.00 0.00 -0.00 0.00
11 0.01 0.01 -0.00 -0.00 -0.00 0.00
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11 -61.06 -0.37 0.02 0.00 0.01 0.12
3 56 0.00 0.02 0.00 0.00 -0.00 0.00
11 0.01 0.01 -0.00 -0.00 -0.00 0.00
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11 -85.47 -0.51 0.03 0.00 0.01 0.16
5 56 73.27 0.46 -0.03 -0.00 0.01 0.11
11 -73.26 -0.44 0.03 0.00 0.01 0.14
109 1 57 7.96 0.00 0.00 0.00 -0.00 0.00
37 -7.93 -0.00 -0.00 -0.00 -0.00 0.00
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37 -210.82 -0.52 -0.04 0.00 0.00 -0.29
3 57 11.14 0.00 0.01 0.00 -0.00 0.00
37 -11.10 -0.00 -0.01 -0.00 -0.00 0.00
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37 -306.24 -0.73 -0.06 0.00 0.00 -0.40
5 57 262.53 0.63 0.05 -0.00 -0.01 0.50
37 -262.49 -0.63 -0.05 0.00 0.00 -0.34
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 38
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
110 1 58 7.86 0.00 0.00 0.00 0.00 0.00
39 -7.83 -0.00 -0.00 -0.00 -0.00 -0.00
2 58 166.31 0.48 -0.02 0.00 0.00 0.34
39 -166.31 -0.48 0.02 -0.00 0.00 -0.22
3 58 11.00 0.00 0.00 0.00 0.00 0.00
39 -10.96 -0.00 -0.00 -0.00 -0.00 -0.00
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39 -243.79 -0.68 0.02 -0.00 0.00 -0.31
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39 -208.96 -0.58 0.02 -0.00 0.00 -0.27
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41 -7.73 -0.00 -0.00 -0.00 -0.00 -0.00
2 59 127.08 0.41 -0.01 0.00 -0.00 0.26
41 -127.08 -0.41 0.01 -0.00 0.00 -0.16
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41 -10.82 -0.00 -0.00 -0.00 -0.00 -0.00
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41 -188.72 -0.58 0.01 -0.00 0.00 -0.23
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41 -161.76 -0.50 0.01 -0.00 0.00 -0.19
112 1 11 0.01 0.01 0.00 0.00 -0.00 0.00
57 -0.00 0.00 -0.00 -0.00 -0.00 0.00
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57 54.64 0.36 0.02 -0.00 0.00 -0.11
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57 -0.00 0.01 -0.00 -0.00 -0.00 0.00
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57 76.49 0.52 0.03 -0.00 0.00 -0.16
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57 65.56 0.44 0.03 -0.00 0.00 -0.14
113 1 57 0.01 0.01 -0.00 0.00 0.00 0.00
12 0.00 0.00 0.00 -0.00 0.00 0.00
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12 -54.79 -0.35 0.01 0.00 0.00 0.11
3 57 0.01 0.02 -0.00 0.00 0.00 0.00
12 0.00 0.01 0.00 -0.00 0.00 0.00
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12 -76.70 -0.48 0.01 0.00 0.01 0.15
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12 -65.74 -0.41 0.01 0.00 0.00 0.13
114 1 12 0.01 0.01 0.00 0.00 -0.00 0.00
58 0.00 0.00 -0.00 -0.00 -0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 39
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 12 -49.05 -0.33 -0.01 0.00 0.01 -0.08
58 49.05 0.33 0.01 -0.00 -0.00 -0.10
3 12 0.01 0.02 0.00 0.00 -0.00 0.00
58 0.00 0.01 -0.00 -0.00 -0.00 0.00
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58 68.67 0.47 0.02 -0.00 -0.00 -0.14
5 12 -58.85 -0.38 -0.01 0.00 0.01 -0.10
58 58.86 0.41 0.01 -0.00 -0.00 -0.12
115 1 58 0.01 0.01 -0.00 0.00 0.00 0.00
13 0.00 0.00 0.00 -0.00 0.00 0.00
2 58 49.06 0.31 -0.00 -0.00 0.00 0.08
13 -49.06 -0.31 0.00 0.00 0.00 0.09
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13 0.00 0.01 0.00 -0.00 0.00 0.00
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13 -68.67 -0.42 0.01 0.00 0.00 0.13
5 58 58.88 0.38 -0.01 -0.00 0.00 0.10
13 -58.86 -0.36 0.01 0.00 0.00 0.11
116 1 13 0.01 0.01 0.00 0.00 -0.00 0.00
59 0.00 0.00 -0.00 -0.00 -0.00 0.00
2 13 -43.21 -0.29 -0.01 -0.00 0.00 -0.08
59 43.21 0.29 0.01 0.00 -0.00 -0.09
3 13 0.01 0.02 0.00 0.00 -0.00 0.00
59 0.00 0.01 -0.00 -0.00 -0.00 0.00
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59 60.50 0.42 0.01 0.00 -0.00 -0.12
5 13 -51.85 -0.34 -0.01 -0.00 0.01 -0.09
59 51.86 0.36 0.01 0.00 -0.00 -0.11
117 1 59 0.01 0.01 -0.00 0.00 0.00 0.00
14 0.00 0.00 0.00 -0.00 0.00 0.00
2 59 43.27 0.27 -0.00 -0.00 0.00 0.07
14 -43.27 -0.27 0.00 0.00 -0.00 0.08
3 59 0.01 0.02 -0.00 0.00 0.00 0.00
14 0.00 0.01 0.00 -0.00 0.00 0.00
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14 -60.58 -0.37 0.00 0.00 -0.00 0.11
5 59 51.93 0.34 -0.00 -0.00 0.00 0.09
14 -51.92 -0.32 0.00 0.00 -0.00 0.10
118 1 60 7.66 0.00 0.00 0.00 0.00 0.00
43 -7.63 -0.00 -0.00 -0.00 -0.00 -0.00
2 60 93.08 0.35 -0.01 0.00 -0.00 0.20
43 -93.08 -0.35 0.01 -0.00 0.00 -0.11
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 40
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 60 10.72 0.00 0.00 0.00 0.00 0.00
43 -10.68 -0.00 -0.00 -0.00 -0.00 -0.00
4 60 141.02 0.50 -0.01 0.00 -0.00 0.28
43 -140.98 -0.50 0.01 -0.00 0.00 -0.15
5 60 120.88 0.43 -0.01 0.00 -0.00 0.24
43 -120.84 -0.43 0.01 -0.00 0.00 -0.13
119 1 61 7.55 0.00 0.00 0.00 0.00 0.00
45 -7.52 -0.00 -0.00 -0.00 -0.00 -0.00
2 61 64.30 0.29 -0.01 0.00 0.00 0.14
45 -64.30 -0.29 0.01 -0.00 0.00 -0.07
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45 -10.53 -0.00 -0.00 -0.00 -0.00 -0.00
4 61 100.60 0.41 -0.01 0.00 0.00 0.20
45 -100.56 -0.41 0.01 -0.00 0.00 -0.09
5 61 86.23 0.35 -0.01 0.00 0.00 0.17
45 -86.19 -0.35 0.01 -0.00 0.00 -0.08
120 1 62 7.45 0.00 0.00 0.00 0.00 0.00
47 -7.42 -0.00 -0.00 -0.00 -0.00 -0.00
2 62 40.76 0.24 -0.01 -0.00 0.00 0.09
47 -40.76 -0.24 0.01 0.00 0.00 -0.03
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47 -10.39 -0.00 -0.00 -0.00 -0.00 -0.00
4 62 67.50 0.34 -0.01 -0.00 0.00 0.13
47 -67.46 -0.34 0.01 0.00 0.00 -0.04
5 62 57.86 0.30 -0.01 -0.00 0.00 0.11
47 -57.82 -0.30 0.01 0.00 0.00 -0.03
121 1 63 7.35 0.00 0.00 0.00 0.00 0.00
49 -7.32 -0.00 -0.00 -0.00 -0.00 -0.00
2 63 22.46 0.15 -0.02 -0.00 0.00 0.04
49 -22.46 -0.15 0.02 0.00 0.00 -0.01
3 63 10.29 0.00 0.00 0.00 0.00 0.00
49 -10.25 -0.00 -0.00 -0.00 -0.00 -0.00
4 63 41.73 0.21 -0.02 -0.00 0.01 0.06
49 -41.69 -0.21 0.02 0.00 0.00 -0.01
5 63 35.77 0.18 -0.02 -0.00 0.01 0.05
49 -35.74 -0.18 0.02 0.00 0.00 -0.01
122 1 64 7.25 0.00 0.00 0.00 -0.00 0.00
51 -7.22 -0.00 -0.00 -0.00 -0.00 0.00
2 64 9.60 0.29 -0.03 -0.00 0.01 0.03
51 -9.60 -0.29 0.03 0.00 0.00 0.04
3 64 10.15 0.00 0.00 0.00 -0.00 0.00
51 -10.11 -0.00 -0.00 -0.00 -0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 41
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 64 23.60 0.41 -0.04 -0.00 0.01 0.04
51 -23.55 -0.41 0.04 0.00 0.00 0.06
5 64 20.22 0.35 -0.04 -0.00 0.01 0.03
51 -20.19 -0.35 0.04 0.00 0.00 0.05
123 1 65 7.15 0.00 0.01 -0.00 0.00 0.00
53 -7.12 -0.00 -0.01 0.00 -0.00 -0.00
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53 -1.42 0.65 0.09 0.00 0.02 -0.08
3 65 10.01 0.00 0.01 -0.00 0.00 0.00
53 -9.97 -0.00 -0.01 0.00 -0.00 -0.00
4 65 11.99 -0.90 -0.11 -0.00 0.01 -0.11
53 -11.95 0.90 0.11 0.00 0.02 -0.11
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53 -10.24 0.77 0.10 0.00 0.02 -0.10
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4 -7.01 0.00 -0.00 -0.00 -0.00 0.00
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4 -9.81 0.00 -0.00 -0.00 -0.00 0.00
4 66 10.37 2.02 0.01 -0.00 -0.00 0.41
4 -10.32 -2.02 -0.01 0.00 -0.00 0.09
5 66 8.88 1.73 0.01 -0.00 -0.00 0.35
4 -8.85 -1.73 -0.01 0.00 -0.00 0.08
125 1 14 0.01 0.01 0.00 0.00 -0.00 0.00
60 0.00 0.01 -0.00 -0.00 -0.00 0.00
2 14 -37.45 -0.26 -0.00 -0.00 0.00 -0.07
60 37.45 0.26 0.00 0.00 -0.00 -0.08
3 14 0.01 0.02 0.00 0.00 -0.00 0.00
60 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 14 -52.43 -0.34 -0.00 -0.00 0.00 -0.09
60 52.44 0.37 0.00 0.00 -0.00 -0.11
5 14 -44.94 -0.29 -0.00 -0.00 0.00 -0.08
60 44.95 0.31 0.00 0.00 -0.00 -0.09
126 1 60 0.01 0.01 -0.00 0.00 0.00 0.00
15 0.00 0.01 0.00 -0.00 0.00 0.00
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15 -52.51 -0.32 0.00 0.00 -0.00 0.10
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 60 45.02 0.29 -0.00 -0.00 0.00 0.08
15 -45.01 -0.27 0.00 0.00 -0.00 0.08
127 1 15 0.01 0.01 0.00 0.00 -0.00 0.00
61 0.00 0.01 -0.00 -0.00 -0.00 0.00
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61 31.69 0.22 0.00 0.00 -0.00 -0.06
3 15 0.01 0.02 0.00 0.00 -0.00 0.00
61 0.00 0.01 -0.00 -0.00 -0.00 0.00
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61 38.03 0.27 0.00 0.00 -0.00 -0.08
128 1 61 0.01 0.01 -0.00 0.00 0.00 0.00
16 0.00 0.01 0.00 -0.00 0.00 0.00
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130 1 62 0.01 0.01 -0.00 0.00 0.00 0.00
17 0.00 0.01 0.00 -0.00 0.00 0.00
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17 -31.15 -0.18 0.01 0.00 0.00 0.05
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
131 1 17 0.01 0.01 0.00 0.00 -0.00 0.00
63 0.00 0.01 -0.00 -0.00 -0.00 0.00
2 17 -20.14 -0.14 -0.00 -0.00 0.01 -0.04
63 20.14 0.14 0.00 0.00 -0.00 -0.04
3 17 0.01 0.02 0.00 0.00 -0.00 0.00
63 0.00 0.01 -0.00 -0.00 -0.00 0.00
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63 28.21 0.21 0.01 0.00 -0.00 -0.06
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63 24.18 0.18 0.01 0.00 -0.00 -0.05
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18 0.00 0.01 0.00 -0.00 0.00 0.00
2 63 20.22 0.12 -0.02 -0.00 0.00 0.03
18 -20.22 -0.12 0.02 0.00 0.01 0.03
3 63 0.01 0.02 -0.00 0.00 0.00 0.00
18 0.00 0.01 0.00 -0.00 0.00 0.00
4 63 28.32 0.19 -0.03 -0.00 0.01 0.05
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5 63 24.28 0.16 -0.02 -0.00 0.00 0.04
18 -24.27 -0.14 0.02 0.00 0.01 0.04
133 1 18 0.01 0.01 0.00 0.00 -0.00 0.00
64 0.00 0.01 -0.00 -0.00 -0.00 0.00
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64 20.04 0.16 0.02 -0.00 -0.00 -0.04
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19 0.00 0.01 0.00 -0.00 0.00 0.00
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135 1 19 0.00 0.01 0.00 0.00 -0.00 0.00
65 0.01 0.01 -0.00 -0.00 -0.00 0.00
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 19 -8.66 -0.05 -0.02 0.00 0.02 -0.02
65 8.66 0.05 0.02 -0.00 -0.00 -0.01
3 19 0.00 0.02 0.00 0.00 -0.00 0.00
65 0.01 0.01 -0.00 -0.00 -0.00 0.00
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65 12.14 0.07 0.03 -0.00 -0.01 -0.02
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65 10.40 0.06 0.03 -0.00 -0.00 -0.01
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20 -13.51 -0.08 0.09 0.00 0.04 0.03
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20 -11.58 -0.07 0.07 0.00 0.03 0.03
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66 2.98 0.17 0.08 -0.00 0.01 -0.05
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32 53.83 0.19 0.03 0.00 -0.01 -0.10
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 45
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 5 0.15 0.02 -0.00 -0.00 0.00 0.00
32 -0.14 0.01 0.00 0.00 0.00 -0.00
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32 75.22 0.27 0.05 0.00 -0.01 -0.14
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32 64.47 0.24 0.04 0.00 -0.01 -0.12
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67 -63.23 -0.48 0.11 0.00 0.01 0.15
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34 0.02 0.00 -0.00 -0.00 -0.00 0.00
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34 73.19 0.53 0.03 0.00 0.02 -0.16
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22 -7.98 0.00 0.00 -0.00 0.00 0.00
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22 -11.17 0.01 0.01 -0.00 0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 46
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 68 -318.81 4.52 0.04 -0.00 -0.03 1.00
22 318.85 -0.85 -0.04 0.00 0.02 -0.33
5 68 -273.27 3.88 0.03 -0.00 -0.02 0.86
22 273.30 -0.73 -0.03 0.00 0.01 -0.28
144 1 34 0.00 0.01 0.00 0.00 -0.00 0.00
68 0.01 0.01 -0.00 -0.00 -0.00 0.00
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68 -60.69 -0.37 0.02 -0.00 0.01 0.12
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36 65.22 0.44 0.01 -0.00 0.01 -0.14
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23 -7.88 0.00 0.00 -0.00 0.00 -0.00
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23 188.97 -0.47 -0.00 0.00 0.01 -0.15
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23 -11.03 0.00 0.01 -0.00 0.00 -0.00
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23 253.53 -0.65 0.00 0.00 0.01 -0.21
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23 217.31 -0.56 0.00 0.00 0.01 -0.18
147 1 36 0.01 0.01 0.00 0.00 -0.00 0.00
69 0.00 0.00 -0.00 -0.00 -0.00 0.00
2 36 54.55 0.35 -0.02 0.00 0.00 0.09
69 -54.55 -0.35 0.02 -0.00 0.01 0.11
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69 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 36 76.38 0.51 -0.02 0.00 0.01 0.12
69 -76.37 -0.48 0.02 -0.00 0.01 0.15
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 47
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 36 65.47 0.43 -0.02 0.00 0.00 0.11
69 -65.46 -0.41 0.02 -0.00 0.01 0.13
148 1 69 0.01 0.01 -0.00 0.00 0.00 0.00
38 0.00 0.00 0.00 -0.00 0.00 0.00
2 69 -48.87 -0.33 -0.01 0.00 -0.00 -0.08
38 48.87 0.33 0.01 -0.00 0.01 -0.10
3 69 0.01 0.02 -0.00 0.00 0.00 0.00
38 0.00 0.01 0.00 -0.00 0.00 0.00
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38 68.42 0.47 0.01 -0.00 0.01 -0.14
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38 58.64 0.40 0.01 -0.00 0.01 -0.12
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24 -10.89 0.00 0.00 -0.00 0.00 0.00
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24 167.54 -0.51 0.02 0.00 0.01 -0.10
150 1 38 0.01 0.01 0.00 0.00 -0.00 0.00
70 0.00 0.00 -0.00 -0.00 -0.00 0.00
2 38 48.90 0.31 -0.01 0.00 0.00 0.08
70 -48.90 -0.31 0.01 -0.00 0.00 0.09
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151 1 70 0.01 0.01 -0.00 0.00 0.00 0.00
40 0.00 0.00 0.00 -0.00 0.00 0.00
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40 51.71 0.36 0.00 -0.00 0.00 -0.11
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Tuesday, October 06, 2015, 01:04 PM
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
152 1 71 7.71 -0.00 -0.00 0.00 -0.00 -0.00
25 -7.68 0.00 0.00 -0.00 0.00 0.00
2 71 -110.98 3.00 -0.01 -0.00 -0.01 0.45
25 110.98 -0.37 0.01 0.00 0.01 -0.03
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25 144.63 -0.52 0.02 0.00 0.01 -0.04
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25 123.97 -0.45 0.02 0.00 0.01 -0.03
153 1 40 0.01 0.01 0.00 0.00 -0.00 0.00
71 0.00 0.00 -0.00 -0.00 -0.00 0.00
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71 -60.41 -0.37 0.01 -0.00 0.00 0.11
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42 37.35 0.26 0.00 -0.00 0.00 -0.08
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42 52.29 0.37 0.00 -0.00 0.00 -0.11
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42 44.82 0.31 0.00 -0.00 0.00 -0.09
155 1 72 7.60 -0.00 -0.00 0.00 -0.00 -0.00
26 -7.57 0.00 0.00 -0.00 0.00 0.00
2 72 -79.78 2.94 -0.01 -0.00 -0.01 0.39
26 79.78 -0.32 0.01 0.00 0.01 0.02
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26 86.65 -0.38 0.01 0.00 0.01 0.02
156 1 42 0.01 0.01 0.00 0.00 -0.00 0.00
72 0.00 0.01 -0.00 -0.00 -0.00 0.00
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Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 49
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 42 37.40 0.23 -0.00 0.00 -0.00 0.06
72 -37.40 -0.23 0.00 -0.00 0.00 0.07
3 42 0.01 0.02 0.00 0.00 -0.00 0.00
72 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 42 52.37 0.34 -0.00 0.00 -0.00 0.09
72 -52.36 -0.32 0.00 -0.00 0.00 0.10
5 42 44.89 0.29 -0.00 0.00 -0.00 0.08
72 -44.88 -0.27 0.00 -0.00 0.00 0.08
157 1 72 0.01 0.01 -0.00 0.00 0.00 0.00
44 0.00 0.01 0.00 -0.00 0.00 0.00
2 72 -31.59 -0.22 -0.00 0.00 -0.00 -0.06
44 31.59 0.22 0.00 -0.00 0.00 -0.06
3 72 0.01 0.02 -0.00 0.00 0.00 0.00
44 0.00 0.01 0.00 -0.00 0.00 0.00
4 72 -44.22 -0.29 -0.00 0.00 -0.00 -0.08
44 44.24 0.31 0.00 -0.00 0.00 -0.09
5 72 -37.90 -0.25 -0.00 0.00 -0.00 -0.07
44 37.92 0.27 0.00 -0.00 0.00 -0.08
158 1 73 7.50 -0.00 -0.00 0.00 -0.00 -0.00
27 -7.47 0.00 0.00 -0.00 0.00 0.00
2 73 -53.79 2.88 -0.00 -0.00 -0.01 0.33
27 53.79 -0.26 0.00 0.00 0.01 0.06
3 73 10.50 -0.00 -0.00 0.00 -0.00 -0.00
27 -10.46 0.00 0.00 -0.00 0.00 0.00
4 73 -64.80 4.03 -0.01 -0.00 -0.01 0.46
27 64.84 -0.36 0.01 0.00 0.01 0.08
5 73 -55.54 3.46 -0.01 -0.00 -0.01 0.40
27 55.58 -0.31 0.01 0.00 0.01 0.07
159 1 44 0.01 0.01 0.00 0.00 -0.00 0.00
73 0.00 0.01 -0.00 -0.00 -0.00 0.00
2 44 31.65 0.19 -0.00 0.00 -0.00 0.05
73 -31.65 -0.19 0.00 -0.00 0.00 0.06
3 44 0.01 0.02 0.00 0.00 -0.00 0.00
73 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 44 44.32 0.29 -0.00 0.00 -0.00 0.08
73 -44.30 -0.26 0.00 -0.00 0.00 0.08
5 44 37.99 0.25 -0.00 0.00 -0.00 0.06
73 -37.97 -0.23 0.00 -0.00 0.00 0.07
160 1 73 0.01 0.01 -0.00 0.00 0.00 0.00
46 0.00 0.01 0.00 -0.00 0.00 0.00
2 73 -25.84 -0.18 -0.01 0.00 0.00 -0.05
46 25.84 0.18 0.01 -0.00 0.00 -0.05
Page 49 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
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STAAD SPACE -- PAGE NO. 50
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 73 0.01 0.02 -0.00 0.00 0.00 0.00
46 0.00 0.01 0.00 -0.00 0.00 0.00
4 73 -36.17 -0.23 -0.01 0.00 0.00 -0.07
46 36.19 0.26 0.01 -0.00 0.00 -0.07
5 73 -31.01 -0.20 -0.01 0.00 0.00 -0.06
46 31.02 0.22 0.01 -0.00 0.00 -0.06
161 1 74 7.40 -0.00 -0.00 0.00 -0.00 -0.00
28 -7.37 0.00 0.00 -0.00 0.00 -0.00
2 74 -32.99 2.81 0.00 -0.00 -0.01 0.28
28 32.99 -0.19 -0.00 0.00 0.01 0.09
3 74 10.36 -0.00 -0.00 0.00 -0.00 -0.00
28 -10.32 0.00 0.00 -0.00 0.00 -0.00
4 74 -35.82 3.94 0.00 -0.00 -0.01 0.40
28 35.86 -0.26 -0.00 0.00 0.01 0.13
5 74 -30.70 3.37 0.00 -0.00 -0.01 0.34
28 30.74 -0.22 -0.00 0.00 0.01 0.11
162 1 46 0.01 0.01 0.00 0.00 -0.00 0.00
74 0.00 0.01 -0.00 -0.00 -0.00 0.00
2 46 25.89 0.16 -0.00 0.00 0.00 0.04
74 -25.89 -0.16 0.00 -0.00 0.00 0.05
3 46 0.01 0.02 0.00 0.00 -0.00 0.00
74 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 46 36.26 0.24 -0.00 0.00 0.00 0.06
74 -36.25 -0.21 0.00 -0.00 0.00 0.06
5 46 31.08 0.20 -0.00 0.00 0.00 0.05
74 -31.07 -0.18 0.00 -0.00 0.00 0.05
163 1 74 0.01 0.01 -0.00 0.00 0.00 0.00
48 0.00 0.01 0.00 -0.00 0.00 0.00
2 74 -20.11 -0.14 -0.01 -0.00 0.00 -0.04
48 20.11 0.14 0.01 0.00 0.01 -0.04
3 74 0.01 0.02 -0.00 0.00 0.00 0.00
48 0.00 0.01 0.00 -0.00 0.00 0.00
4 74 -28.14 -0.18 -0.02 -0.00 0.00 -0.05
48 28.16 0.21 0.02 0.00 0.01 -0.06
5 74 -24.12 -0.16 -0.02 -0.00 0.00 -0.04
48 24.14 0.18 0.02 0.00 0.01 -0.05
164 1 75 7.30 -0.00 -0.00 0.00 -0.00 -0.00
29 -7.27 0.00 0.00 -0.00 0.00 0.00
2 75 -17.31 2.81 0.02 -0.00 -0.01 0.25
29 17.31 -0.18 -0.02 0.00 0.01 0.12
3 75 10.22 -0.00 -0.00 0.00 -0.00 -0.00
29 -10.18 0.00 0.00 -0.00 0.00 0.00
Page 50 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
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STAAD SPACE -- PAGE NO. 51
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 75 -14.02 3.93 0.02 -0.00 -0.02 0.35
29 14.06 -0.25 -0.02 0.00 0.01 0.17
5 75 -12.02 3.37 0.02 -0.00 -0.02 0.30
29 12.05 -0.22 -0.02 0.00 0.01 0.15
165 1 48 0.01 0.01 0.00 0.00 -0.00 0.00
75 0.00 0.01 -0.00 -0.00 -0.00 0.00
2 48 20.22 0.12 -0.01 0.00 0.01 0.03
75 -20.22 -0.12 0.01 -0.00 -0.00 0.03
3 48 0.01 0.02 0.00 0.00 -0.00 0.00
75 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 48 28.32 0.19 -0.01 0.00 0.01 0.05
75 -28.31 -0.16 0.01 -0.00 -0.00 0.05
5 48 24.28 0.16 -0.01 0.00 0.01 0.04
75 -24.27 -0.14 0.01 -0.00 -0.00 0.04
166 1 75 0.01 0.01 -0.00 0.00 0.00 0.00
50 0.00 0.01 0.00 -0.00 0.00 0.00
2 75 -14.39 -0.11 -0.02 -0.00 0.00 -0.03
50 14.39 0.11 0.02 0.00 0.01 -0.03
3 75 0.01 0.02 -0.00 0.00 0.00 0.00
50 0.00 0.01 0.00 -0.00 0.00 0.00
4 75 -20.13 -0.14 -0.03 -0.00 0.01 -0.04
50 20.14 0.16 0.03 0.00 0.01 -0.04
5 75 -17.25 -0.12 -0.03 -0.00 0.00 -0.03
50 17.27 0.14 0.03 0.00 0.01 -0.04
167 1 76 7.20 -0.01 -0.00 0.00 0.00 -0.00
30 -7.17 0.01 0.00 -0.00 -0.00 -0.00
2 76 -6.75 2.36 0.04 -0.00 -0.02 0.19
30 6.75 0.26 -0.04 0.00 0.01 0.08
3 76 10.08 -0.01 -0.00 0.00 0.00 -0.00
30 -10.04 0.01 0.00 -0.00 -0.00 -0.00
4 76 0.63 3.30 0.05 -0.00 -0.02 0.26
30 -0.58 0.37 -0.05 0.00 0.01 0.10
5 76 0.54 2.83 0.04 -0.00 -0.02 0.22
30 -0.50 0.32 -0.04 0.00 0.01 0.09
168 1 50 0.01 0.01 0.00 0.00 -0.00 0.00
76 0.00 0.01 -0.00 -0.00 -0.00 0.00
2 50 14.29 0.08 -0.02 0.00 0.01 0.02
76 -14.29 -0.08 0.02 -0.00 -0.00 0.02
3 50 0.01 0.02 0.00 0.00 -0.00 0.00
76 0.00 0.01 -0.00 -0.00 -0.00 0.00
4 50 20.01 0.13 -0.02 0.00 0.02 0.04
76 -19.99 -0.10 0.02 -0.00 -0.00 0.03
Page 51 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
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STAAD SPACE -- PAGE NO. 52
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- KN METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
5 50 17.15 0.11 -0.02 0.00 0.01 0.03
76 -17.14 -0.09 0.02 -0.00 -0.00 0.03
169 1 76 0.00 0.01 -0.00 -0.00 0.00 0.00
52 0.01 0.01 0.00 0.00 0.00 0.00
2 76 -8.95 -0.05 -0.04 -0.00 0.01 -0.02
52 8.95 0.05 0.04 0.00 0.02 -0.01
3 76 0.00 0.02 -0.00 -0.00 0.00 0.00
52 0.01 0.01 0.00 0.00 0.00 0.00
4 76 -12.52 -0.05 -0.06 -0.00 0.01 -0.02
52 12.54 0.08 0.06 0.00 0.02 -0.02
5 76 -10.74 -0.05 -0.05 -0.00 0.01 -0.02
52 10.75 0.07 0.05 0.00 0.02 -0.02
170 1 77 7.11 0.00 -0.03 0.00 -0.01 0.00
31 -7.08 -0.00 0.03 -0.00 0.01 -0.00
2 77 -0.54 3.36 0.07 -0.00 -0.02 0.35
31 0.54 -0.73 -0.07 0.00 -0.00 0.16
3 77 9.95 0.00 -0.04 0.00 -0.01 0.00
31 -9.91 -0.00 0.04 -0.00 0.02 -0.00
4 77 9.19 4.70 0.06 -0.01 -0.03 0.50
31 -9.15 -1.02 -0.06 0.01 0.02 0.22
5 77 7.88 4.03 0.05 -0.00 -0.03 0.43
31 -7.84 -0.88 -0.05 0.00 0.01 0.19
171 1 52 0.01 0.01 0.00 -0.00 -0.00 0.00
77 0.00 0.00 -0.00 0.00 -0.00 0.00
2 52 10.00 0.06 -0.04 0.00 0.02 0.01
77 -10.00 -0.06 0.04 -0.00 0.00 0.02
3 52 0.01 0.02 0.00 -0.00 -0.00 0.00
77 0.00 0.01 -0.00 0.00 -0.00 0.00
4 52 14.01 0.11 -0.06 0.00 0.03 0.02
77 -14.00 -0.08 0.06 -0.00 0.00 0.03
5 52 12.01 0.09 -0.05 0.00 0.03 0.02
77 -12.00 -0.07 0.05 -0.00 0.00 0.03
172 1 77 0.01 0.01 -0.00 0.00 0.00 0.00
54 -0.00 0.01 0.00 -0.00 0.00 0.00
2 77 -3.16 -0.13 -0.05 -0.00 0.01 -0.03
54 3.16 0.13 0.05 0.00 0.02 -0.04
3 77 0.02 0.02 -0.00 0.00 0.00 0.00
54 -0.01 0.01 0.00 -0.00 0.00 0.00
4 77 -4.40 -0.16 -0.07 -0.00 0.01 -0.04
54 4.41 0.19 0.07 0.00 0.03 -0.05
5 77 -3.77 -0.14 -0.06 -0.00 0.01 -0.04
54 3.78 0.16 0.06 0.00 0.02 -0.04
Page 52 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 53
************** END OF LATEST ANALYSIS RESULT **************
88. PRINT SUPPORT REACTION LIST 1 3 5 7
Page 53 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 54
SUPPORT REACTIONS -UNIT KN METE STRUCTURE TYPE = SPACE
-----------------
JOINT LOAD FORCE-X FORCE-Y FORCE-Z MOM-X MOM-Y MOM Z
1 1 0.10 8.31 0.17 0.00 -0.00 0.00
2 -55.02 -372.18 -7.61 -0.20 -0.14 2.09
3 0.13 11.63 0.24 0.01 -0.00 0.00
4 -76.89 -509.41 -10.41 -0.27 -0.19 2.92
5 -65.91 -436.64 -8.92 -0.23 -0.17 2.50
3 1 -0.10 8.25 0.18 0.00 -0.00 0.02
2 -8.92 372.55 7.93 0.12 -0.17 2.52
3 -0.14 11.55 0.25 0.01 -0.00 0.02
4 -12.62 533.11 11.35 0.17 -0.24 3.55
5 -10.82 456.95 9.73 0.14 -0.21 3.04
5 1 0.10 8.20 -0.18 -0.03 0.00 0.00
2 -53.81 -365.88 7.23 1.25 0.03 1.98
3 0.14 11.48 -0.25 -0.04 0.00 0.00
4 -75.20 -500.74 9.88 1.70 0.04 2.77
5 -64.46 -429.21 8.47 1.46 0.03 2.37
7 1 -0.09 8.14 -0.17 -0.03 -0.00 0.02
2 -8.25 365.51 -7.56 -1.35 0.00 2.39
3 -0.13 11.39 -0.24 -0.04 -0.00 0.02
4 -11.68 523.10 -10.82 -1.93 0.00 3.37
5 -10.02 448.37 -9.28 -1.66 0.00 2.89
************** END OF LATEST ANALYSIS RESULT **************
89. PRINT MEMBER STRESSES ALL
Page 54 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 55
MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
1 1 .0 5265.1 C 163.3 83.0 5361.6 9.8 35.2
1.0 5226.7 C 118.4 84.3 5413.0 9.8 35.2
2 .0 221955.9 T 7246.4 129682.4 351638.4 11235.8 1414.1
1.0 221955.9 T 4087.1 21709.8 243665.7 1392.1 1414.1
3 .0 7371.1 C 228.6 116.2 7506.2 13.7 49.2
1.0 7317.3 C 165.8 118.1 7578.1 13.7 49.2
4 .0 303367.1 T 9916.3 181439.2 484806.3 15716.5 1930.5
1.0 303420.9 T 5556.2 30511.7 333932.6 1935.2 1930.5
5 .0 260029.0 T 8499.7 155519.3 415548.3 13471.3 1654.7
1.0 260075.1 T 4762.4 26152.9 286228.0 1658.8 1654.7
2 1 .0 5261.4 C 166.6 1008.5 6239.6 179.1 35.6
1.0 5242.2 C 23.8 522.5 5764.7 179.1 35.6
2 .0 237883.8 C 4878.7 155848.4 368170.0 15911.7 1157.7
1.0 237883.8 C 239.2 19798.6 254054.6 15911.7 1157.7
3 .0 7366.0 C 233.3 1411.9 8735.4 250.7 49.9
1.0 7339.1 C 33.3 731.5 8070.6 250.7 49.9
4 .0 340403.4 C 7063.5 219599.7 524173.4 22527.0 1670.7
1.0 340376.5 C 368.2 26986.6 362460.2 22527.0 1670.7
5 .0 291774.4 C 6054.4 188228.3 449291.5 19308.9 1432.0
1.0 291751.3 C 315.6 23131.4 310680.2 19308.9 1432.0
3 1 .0 5253.8 C 929.3 88.2 6112.1 10.3 325.6
1.0 5234.6 C 375.6 0.1 5610.2 10.3 325.6
2 .0 220409.3 T 37899.3 127121.0 347530.2 10784.9 13619.6
1.0 220409.3 T 16680.6 55948.8 276358.1 5863.0 13619.6
3 .0 7355.3 C 1301.0 123.4 8557.0 14.5 455.8
1.0 7328.4 C 525.8 0.1 7854.3 14.5 455.8
4 .0 301217.7 T 51758.0 177845.9 479063.6 15084.3 18611.6
1.0 301244.6 T 22827.1 78328.5 379573.0 8193.7 18611.6
5 .0 258186.6 T 44364.0 152439.3 410626.0 12929.4 15952.8
1.0 258209.6 T 19566.1 67138.7 325348.3 7023.2 15952.8
Page 55 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 56
MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
4 1 .0 5248.7 C 921.8 996.2 6972.2 176.6 321.9
1.0 5229.5 C 368.3 514.0 5743.5 176.6 321.9
2 .0 235813.1 C 40607.2 153470.0 399913.8 15472.4 14173.0
1.0 235813.1 C 16190.2 21175.8 269042.9 15472.4 14173.0
3 .0 7348.2 C 1290.6 1394.7 9761.1 247.3 450.7
1.0 7321.3 C 515.6 719.6 8040.9 247.3 450.7
4 .0 337486.5 C 58140.6 216252.7 569640.5 21908.7 20292.9
1.0 337459.6 C 23181.9 28926.5 383917.9 21908.7 20292.9
5 .0 289274.2 C 49834.8 185359.5 488263.3 18778.9 17393.9
1.0 289251.1 C 19870.2 24794.1 329072.6 18778.9 17393.9
5 1 .0 5257.3 C 304.1 0.7 5562.0 10.3 36.5
1.0 5238.1 C 157.9 88.8 5467.5 10.3 36.5
2 .0 222042.2 T 15910.6 54853.8 276896.0 6374.3 2251.2
1.0 222042.2 T 6889.3 21393.6 243435.8 1452.4 2251.2
3 .0 7360.3 C 425.7 1.0 7786.8 14.4 51.1
1.0 7333.4 C 221.1 124.3 7654.5 14.4 51.1
4 .0 303498.8 T 21849.1 76796.4 380295.2 8909.6 3100.5
1.0 303525.7 T 9423.8 30075.4 333601.1 2018.9 3100.5
5 .0 260141.8 T 18727.8 65825.5 325967.3 7636.8 2657.6
1.0 260164.9 T 8077.6 25778.9 285943.8 1730.5 2657.6
6 1 .0 372.6 C 19.6 798.2 1000.0 75.2 1.2
1.0 353.4 C 3.0 4.2 359.6 35.4 1.2
2 .0 16074.7 T 30795.5 18263.8 60777.6 851.4 1870.3
1.0 16074.7 T 3795.1 15672.1 31746.9 851.4 1870.3
3 .0 521.6 C 27.5 1117.5 1400.0 105.3 1.7
1.0 494.7 C 4.2 5.9 503.4 49.5 1.7
4 .0 21983.0 T 43086.2 24451.8 83688.6 1086.7 2616.7
1.0 22009.9 T 5309.0 21946.9 43956.8 1241.6 2616.7
5 .0 18842.6 T 36931.1 20958.7 71733.1 931.5 2242.9
1.0 18865.7 T 4550.6 18811.6 37677.3 1064.2 2242.9
Page 56 of 125C:\Users\Admin\Desktop\HAREESH\Harmony\STADD FILE\FACTORY SHED AND OFFICE HARMONY.anl
Tuesday, October 06, 2015, 01:04 PM
STAAD SPACE -- PAGE NO. 57
MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
7 1 .0 5228.5 C 67.9 12.0 5286.8 3.0 7.6
1.0 5190.1 C 6.7 38.9 5228.1 3.0 7.6
2 .0 186025.9 T 4100.3 38505.8 224531.7 5243.9 623.3
1.0 186025.9 T 895.7 32999.0 219025.0 4599.9 623.3
3 .0 7319.9 C 95.1 16.8 7401.5 4.2 10.7
1.0 7266.1 C 9.4 54.5 7319.4 4.2 10.7
4 .0 253116.4 T 5645.3 53891.3 307007.8 7337.3 862.0
1.0 253170.2 T 1263.3 46253.2 299423.3 6444.0 862.0
5 .0 216956.9 T 4838.9 46192.6 263149.5 6289.1 738.8
1.0 217003.0 T 1082.9 39645.6 256648.6 5523.4 738.8
8 1 .0 5158.6 C 42.9 65.0 5223.7 7.1 8.7
1.0 5120.2 C 27.0 55.5 5191.9 7.1 8.7
2 .0 152027.5 T 648.8 45837.1 197864.6 6090.2 88.2
1.0 152027.5 T 58.4 25857.4 177884.9 3753.5 88.2
3 .0 7222.1 C 60.1 91.1 7313.1 9.9 12.2
1.0 7168.3 C 37.8 77.8 7268.7 9.9 12.2
4 .0 205616.4 T 848.3 64080.8 269697.3 8516.5 111.3
1.0 205670.2 T 44.0 36278.1 241948.3 5264.8 111.3
5 .0 176242.7 T 727.1 54926.4 231169.1 7299.8 95.4
1.0 176288.8 T 37.7 31095.5 207384.2 4512.7 95.4
9 1 .0 5094.4 C 23.3 48.1 5142.5 5.8 6.0
1.0 5056.0 C 25.1 50.9 5122.1 5.8 6.0
2 .0 121635.9 T 217.9 37897.0 159532.9 5813.1 28.0
1.0 121635.9 T 6.8 22656.7 144292.5 4030.7 28.0
3 .0 7132.1 C 32.6 67.4 7199.5 8.1 8.5
1.0 7078.4 C 35.2 71.2 7170.9 8.1 8.5
4 .0 163158.1 T 337.7 52988.4 216146.5 8130.2 47.7
1.0 163211.9 T 44.7 31790.5 195002.4 5651.0 47.7
5 .0 139849.8 T 289.5 45418.6 185268.5 6968.8 40.9
1.0 139895.9 T 38.3 27249.0 167144.9 4843.7 40.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
10 1 .0 5029.4 C 25.0 52.6 5082.0 6.1 6.3
1.0 4991.0 C 25.1 52.0 5057.9 6.1 6.3
2 .0 94635.0 T 150.7 33255.0 127889.9 5733.0 17.6
1.0 94635.0 T 9.3 19383.6 114018.6 4110.7 17.6
3 .0 7041.2 C 35.1 73.6 7114.8 8.6 8.8
1.0 6987.4 C 35.2 72.8 7081.1 8.6 8.8
4 .0 125447.8 T 246.0 46483.3 171931.2 8017.7 33.4
1.0 125501.6 T 22.1 27209.9 152711.5 5763.6 33.4
5 .0 107526.7 T 210.8 39842.9 147369.6 6872.3 28.7
1.0 107572.8 T 18.9 23322.7 130895.5 4940.2 28.7
11 1 .0 4964.5 C 25.1 51.5 5016.1 6.0 6.3
1.0 4926.1 C 25.1 51.7 4992.9 6.0 6.3
2 .0 71015.0 T 151.9 28662.8 99677.8 5620.4 15.0
1.0 71015.0 T 32.1 16716.8 87731.8 4223.3 15.0
3 .0 6950.4 C 35.1 72.1 7022.5 8.5 8.8
1.0 6896.6 C 35.2 72.4 6990.0 8.5 8.8
4 .0 92470.7 T 247.8 40055.7 132526.4 7860.2 29.7
1.0 92524.4 T 9.7 23475.9 116000.3 5921.1 29.7
5 .0 79260.6 T 212.4 34333.5 113594.0 6737.3 25.5
1.0 79306.6 T 8.3 20122.2 99428.8 5075.2 25.5
12 1 .0 4899.7 C 25.1 51.8 4951.5 6.1 6.3
1.0 4861.3 C 25.1 51.8 4928.1 6.1 6.3
2 .0 50766.9 T 160.1 24655.7 75422.6 5513.0 12.6
1.0 50766.9 T 59.1 14547.8 65314.6 4330.8 12.6
3 .0 6859.6 C 35.1 72.5 6932.1 8.5 8.8
1.0 6805.9 C 35.1 72.6 6899.3 8.5 8.8
4 .0 64214.0 T 259.2 34445.4 98659.4 7709.7 26.4
1.0 64267.8 T 47.6 20439.4 84707.2 6071.6 26.4
5 .0 55040.6 T 222.2 29524.7 84565.2 6608.3 22.6
1.0 55086.7 T 40.8 17519.5 72606.2 5204.2 22.6
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
13 1 .0 4835.0 C 25.1 51.6 4886.6 6.0 6.2
1.0 4796.6 C 24.8 51.1 4862.6 6.0 6.2
2 .0 33889.5 T 174.2 21149.3 55038.7 5406.2 10.4
1.0 33889.5 T 91.1 12866.9 46756.4 4437.5 10.4
3 .0 6769.0 C 35.2 72.3 6841.3 8.4 8.7
1.0 6715.2 C 34.8 71.5 6807.6 8.4 8.7
4 .0 40676.2 T 279.0 29536.7 70213.0 7560.3 23.2
1.0 40730.0 T 92.7 18085.3 58815.3 6221.0 23.2
5 .0 34865.4 T 239.1 25317.2 60182.6 6480.2 19.9
1.0 34911.4 T 79.5 15501.6 50413.1 5332.3 19.9
14 1 .0 4770.4 C 25.3 52.5 4822.9 6.3 6.5
1.0 4732.0 C 26.8 54.9 4803.0 6.3 6.5
2 .0 20402.8 T 196.3 18109.0 38511.8 5282.0 9.0
1.0 20402.8 T 124.4 11951.2 32354.0 4561.8 9.0
3 .0 6678.5 C 35.4 73.5 6752.0 8.8 9.1
1.0 6624.7 C 37.5 76.9 6724.2 8.8 9.1
4 .0 21885.4 T 310.3 25279.1 47164.5 7386.0 21.7
1.0 21939.1 T 136.7 16808.6 38747.8 6395.3 21.7
5 .0 18758.9 T 266.0 21667.8 40426.7 6330.8 18.6
1.0 18805.0 T 117.2 14407.4 33212.4 5481.7 18.6
15 1 .0 4705.4 C 23.3 47.9 4753.3 4.8 4.2
1.0 4667.0 C 10.7 33.5 4704.6 4.8 4.2
2 .0 10321.5 T 225.8 15917.2 26238.8 5283.0 10.7
1.0 10321.5 T 140.2 9742.6 20064.1 4560.8 10.7
3 .0 6587.6 C 32.6 67.0 6654.6 6.7 5.9
1.0 6533.8 C 15.0 46.8 6586.4 6.7 5.9
4 .0 7862.6 T 348.7 22217.1 30079.7 7389.5 20.9
1.0 7916.4 T 181.4 13686.4 21602.8 6391.8 20.9
5 .0 6739.4 T 298.9 19043.3 25782.6 6333.8 17.9
1.0 6785.5 T 155.5 11731.2 18516.7 5478.7 17.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
16 1 .0 4643.4 C 39.8 73.7 4717.1 13.0 11.2
1.0 4605.0 C 49.7 149.5 4775.0 13.0 11.2
2 .0 3746.9 T 239.5 11845.6 15592.5 4439.7 14.9
1.0 3746.9 T 120.0 20090.9 23837.9 5404.0 14.9
3 .0 6500.8 C 55.7 103.1 6603.9 18.3 15.6
1.0 6447.0 C 69.6 209.3 6685.0 18.3 15.6
4 .0 1255.1 C 390.9 16480.7 15225.6 6197.3 36.5
1.0 1201.3 C 98.3 28336.6 27135.3 7583.9 36.5
5 .0 1075.8 C 335.1 14126.3 13050.5 5312.0 31.3
1.0 1029.7 C 84.3 24288.5 23258.8 6500.5 31.3
17 1 .0 4563.5 C 4.2 63.2 4618.6 0.0 6.4
1.0 4525.1 C 46.9 63.2 4622.9 0.0 6.4
2 .0 304.9 T 264.1 23529.1 23834.0 6451.1 4.1
1.0 304.9 T 296.9 2621.4 2711.2 3392.7 4.1
3 .0 6388.9 C 5.9 88.5 6466.0 0.0 8.9
1.0 6335.1 C 65.7 88.5 6472.0 0.0 8.9
4 .0 5962.0 C 375.7 33029.2 32915.5 9031.5 3.2
1.0 5908.2 C 350.0 3581.5 9489.7 4749.7 3.2
5 .0 5110.3 C 322.1 28310.7 28213.3 7741.3 2.8
1.0 5064.2 C 300.0 3069.8 8134.0 4071.2 2.8
18 1 .0 105.2 C 2.1 1012.7 907.5 85.7 1.3
1.0 86.0 C 21.9 199.3 285.2 24.9 1.3
2 .0 4006.1 T 4106.6 26631.6 28391.8 1252.0 234.2
1.0 4006.1 T 224.3 23268.2 27274.2 1252.0 234.2
3 .0 147.2 C 2.9 1417.8 1270.6 120.0 1.8
1.0 120.3 C 30.6 279.0 399.3 34.9 1.8
4 .0 5461.3 T 5746.4 35866.4 38518.8 1632.8 326.0
1.0 5488.2 T 283.4 32296.4 37784.6 1787.6 326.0
5 .0 4681.1 T 4925.5 30742.7 33016.1 1399.5 279.5
1.0 4704.1 T 243.0 27682.6 32386.8 1532.3 279.5
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
19 1 .0 5201.0 C 41.8 14.8 5254.7 2.9 7.9
1.0 5181.8 C 10.0 39.5 5223.6 2.9 7.9
2 .0 185695.7 T 660.4 14794.5 200490.2 356.4 6.8
1.0 185695.7 T 687.8 32789.0 218484.7 4565.5 6.8
3 .0 7281.4 C 58.5 20.7 7356.6 4.1 11.1
1.0 7254.5 C 14.0 55.4 7313.1 4.1 11.1
4 .0 252692.5 T 866.1 20733.0 273425.6 494.9 20.7
1.0 252719.4 T 948.9 45960.0 298679.4 6395.7 20.7
5 .0 216593.6 T 742.4 17771.2 234364.8 424.2 17.7
1.0 216616.6 T 813.4 39394.3 256011.0 5482.1 17.7
20 1 .0 21.9 T 0.2 931.2 953.1 83.5 0.0
1.0 41.1 T 0.9 194.1 189.8 27.1 0.0
2 .0 1062.0 C 2285.1 21235.1 22297.1 1069.9 177.7
1.0 1062.0 C 1000.9 21406.0 20343.9 1069.9 177.7
3 .0 30.7 T 0.3 1303.7 1334.4 117.0 0.1
1.0 57.6 T 1.2 271.7 265.7 37.9 0.1
4 .0 1456.1 C 3199.4 28425.4 29881.6 1380.8 248.7
1.0 1429.2 C 1400.1 29696.6 28267.4 1535.7 248.7
5 .0 1248.1 C 2742.4 24364.7 25612.8 1183.6 213.2
1.0 1225.1 C 1200.1 25454.3 24229.2 1316.3 213.2
21 1 .0 5.4 T 0.6 886.3 891.7 81.7 0.3
1.0 24.6 T 6.4 167.4 158.4 28.9 0.3
2 .0 1076.8 C 15.7 17349.0 18425.8 894.5 45.6
1.0 1076.8 C 827.0 18302.7 17225.9 894.5 45.6
3 .0 7.6 T 0.9 1240.8 1248.3 114.4 0.4
1.0 34.4 T 8.9 234.3 221.8 40.4 0.4
4 .0 1500.0 C 21.1 23047.8 24547.8 1137.8 64.2
1.0 1473.1 C 1166.6 25389.5 23916.4 1292.7 64.2
5 .0 1285.7 C 18.1 19755.3 21040.9 975.3 55.0
1.0 1262.6 C 1000.0 21762.4 20499.8 1108.0 55.0
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
22 1 .0 5133.3 C 28.0 5.1 5157.2 7.3 6.7
1.0 5114.1 C 1.1 57.3 5161.2 7.3 6.7
2 .0 152145.3 T 152.3 14977.3 167122.6 1205.5 39.2
1.0 152145.3 T 309.3 25711.6 177856.9 3716.4 39.2
3 .0 7186.6 C 39.2 7.1 7220.1 10.2 9.4
1.0 7159.7 C 1.5 80.2 7225.7 10.2 9.4
4 .0 205816.8 T 173.9 20961.1 226777.9 1677.5 64.3
1.0 205843.7 T 431.5 36076.4 241920.0 5213.1 64.3
5 .0 176414.4 T 149.1 17966.6 194381.1 1437.9 55.1
1.0 176437.5 T 369.8 30922.6 207360.1 4468.4 55.1
23 1 .0 13.1 C 16.2 880.3 867.2 81.3 1.0
1.0 6.1 T 2.5 156.7 150.6 29.3 1.0
2 .0 386.0 T 3063.0 15813.6 15490.5 810.7 196.1
1.0 386.0 T 564.7 16497.3 16883.3 810.7 196.1
3 .0 18.3 C 22.6 1232.4 1214.1 113.9 1.4
1.0 8.6 T 3.5 219.4 210.8 41.0 1.4
4 .0 522.1 T 4265.6 20906.6 20707.4 1021.1 273.2
1.0 549.0 T 787.1 22876.8 23425.8 1176.0 273.2
5 .0 447.5 T 3656.2 17919.9 17749.2 875.2 234.2
1.0 470.6 T 674.7 19608.7 20079.3 1008.0 234.2
24 1 .0 16.9 C 2.3 882.4 865.5 81.3 0.7
1.0 2.4 T 11.2 154.9 152.6 29.3 0.7
2 .0 2.4 T 51.6 14204.9 14202.5 726.3 5.9
1.0 2.4 T 161.3 14744.5 14746.9 726.3 5.9
3 .0 23.6 C 3.2 1235.3 1211.7 113.9 1.0
1.0 3.3 T 15.7 216.9 213.6 41.0 1.0
4 .0 20.2 C 69.0 18651.5 18671.7 903.0 9.3
1.0 6.7 T 241.5 20425.3 20432.0 1057.9 9.3
5 .0 17.3 C 59.1 15987.0 16004.3 774.0 8.0
1.0 5.7 T 207.0 17507.4 17513.2 906.7 8.0
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
25 1 .0 5068.9 C 24.6 1.5 5094.8 5.9 6.2
1.0 5049.7 C 0.1 52.4 5091.9 5.9 6.2
2 .0 121978.2 T 50.4 9349.3 131327.6 913.8 47.1
1.0 121978.2 T 239.4 22578.1 144556.3 4008.1 47.1
3 .0 7096.4 C 34.5 2.2 7132.7 8.3 8.6
1.0 7069.6 C 0.1 73.3 7128.7 8.3 8.6
4 .0 163673.1 T 36.1 13091.2 176764.3 1271.0 74.6
1.0 163700.0 T 335.3 31682.6 195382.6 5619.7 74.6
5 .0 140291.2 T 31.0 11221.0 151512.3 1089.4 64.0
1.0 140314.3 T 287.4 27156.5 167470.8 4816.9 64.0
26 1 .0 14.7 C 11.7 880.9 866.1 81.2 0.7
1.0 4.5 T 2.0 153.0 148.5 29.4 0.7
2 .0 337.1 T 1975.7 12954.1 12617.0 660.9 129.4
1.0 337.1 T 418.4 13388.6 13725.7 660.9 129.4
3 .0 20.6 C 16.4 1233.2 1212.6 113.7 1.0
1.0 6.3 T 2.8 214.2 207.9 41.1 1.0
4 .0 451.4 T 2749.7 16902.6 16451.2 811.6 180.2
1.0 478.3 T 583.0 18529.9 19008.1 966.4 180.2
5 .0 386.9 T 2356.8 14487.9 14101.0 695.6 154.5
1.0 409.9 T 499.7 15882.8 16292.7 828.4 154.5
27 1 .0 14.2 C 1.7 877.4 863.2 81.1 0.7
1.0 5.0 T 10.6 149.9 144.9 29.5 0.7
2 .0 59.9 C 53.7 11339.7 11399.6 581.2 16.8
1.0 59.9 C 257.5 11825.8 11765.9 581.2 16.8
3 .0 19.9 C 2.3 1228.3 1208.4 113.5 0.9
1.0 7.0 T 14.8 209.9 202.9 41.3 0.9
4 .0 103.7 C 72.9 14647.3 14751.0 700.2 22.6
1.0 76.8 C 345.7 16346.2 16269.4 855.1 22.6
5 .0 88.9 C 62.4 12554.8 12643.7 600.2 19.4
1.0 65.8 C 296.3 14011.0 13945.2 732.9 19.4
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
28 1 .0 5003.7 C 25.6 0.2 5029.2 6.3 6.3
1.0 4984.5 C 0.3 53.6 5028.0 6.3 6.3
2 .0 95133.3 T 126.4 5392.8 100526.1 829.4 29.3
1.0 95133.3 T 243.7 19343.2 114476.5 4092.5 29.3
3 .0 7005.2 C 35.8 0.3 7040.8 8.8 8.8
1.0 6978.4 C 0.4 75.0 7039.1 8.8 8.8
4 .0 126181.4 T 141.1 7549.7 133731.0 1152.3 49.8
1.0 126208.2 T 340.8 27155.6 153363.8 5738.3 49.8
5 .0 108155.5 T 120.9 6471.2 114626.6 987.7 42.7
1.0 108178.5 T 292.1 23276.2 131454.7 4918.6 42.7
29 1 .0 4938.7 C 25.4 0.2 4964.2 6.2 6.3
1.0 4919.5 C 0.2 53.3 4962.6 6.2 6.3
2 .0 71639.8 T 148.9 1772.6 73412.4 714.1 22.4
1.0 71639.8 T 238.8 16708.6 88348.4 4207.8 22.4
3 .0 6914.1 C 35.6 0.3 6949.9 8.7 8.8
1.0 6887.3 C 0.3 74.7 6947.6 8.7 8.8
4 .0 93381.6 T 172.9 2481.9 95863.5 991.0 40.2
1.0 93408.5 T 334.0 23466.7 116875.2 5899.6 40.2
5 .0 80041.4 T 148.2 2127.3 82168.7 849.5 34.5
1.0 80064.4 T 286.3 20114.3 100178.8 5056.8 34.5
30 1 .0 4873.5 C 25.4 0.1 4899.0 6.3 6.3
1.0 4854.3 C 0.2 53.6 4897.7 6.3 6.3
2 .0 51506.4 T 173.5 1275.1 52706.0 609.2 19.3
1.0 51506.4 T 250.9 14558.1 66064.5 4312.7 19.3
3 .0 6822.9 C 35.5 0.2 6858.6 8.8 8.8
1.0 6796.1 C 0.3 75.0 6856.7 8.8 8.8
4 .0 65286.1 T 207.4 1785.0 66929.8 844.1 35.8
1.0 65313.0 T 350.9 20456.3 85769.3 6046.5 35.8
5 .0 55959.5 T 177.7 1530.0 57368.4 723.5 30.7
1.0 55982.5 T 300.8 17534.0 73516.6 5182.7 30.7
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
31 1 .0 13.6 C 12.5 873.7 860.1 80.9 0.8
1.0 5.6 T 1.9 146.4 140.8 29.7 0.8
2 .0 214.6 T 1440.7 10122.5 9907.9 518.0 91.4
1.0 214.6 T 249.7 10523.5 10738.1 518.0 91.4
3 .0 19.1 C 17.5 1223.1 1204.1 113.3 1.1
1.0 7.8 T 2.7 204.9 197.1 41.6 1.1
4 .0 281.4 T 1999.5 12948.4 12667.0 611.9 126.9
1.0 308.3 T 346.9 14527.9 14836.2 766.8 126.9
5 .0 241.2 T 1713.9 11098.6 10857.5 524.5 108.7
1.0 264.2 T 297.4 12452.5 12716.7 657.3 108.7
32 1 .0 14.3 C 1.6 870.4 856.1 80.7 0.7
1.0 4.9 T 10.6 143.2 138.3 29.9 0.7
2 .0 41.1 C 7.5 8718.9 8760.0 448.6 27.5
1.0 41.1 C 502.0 9158.9 9117.8 448.6 27.5
3 .0 20.0 C 2.2 1218.6 1198.6 113.0 0.9
1.0 6.9 T 14.8 200.4 193.6 41.8 0.9
4 .0 77.6 C 8.3 10987.9 11065.5 514.9 37.6
1.0 50.7 C 688.0 12622.1 12571.4 669.8 37.6
5 .0 66.5 C 7.1 9418.2 9484.7 441.4 32.3
1.0 43.4 C 589.7 10818.9 10775.5 574.1 32.3
33 1 .0 13.6 C 12.5 867.0 853.4 80.6 0.8
1.0 5.6 T 1.9 139.7 134.2 30.1 0.8
2 .0 176.3 T 1044.9 7666.3 7490.1 393.3 62.3
1.0 176.3 T 107.0 8007.5 8183.8 393.3 62.3
3 .0 19.1 C 17.4 1213.8 1194.7 112.8 1.1
1.0 7.8 T 2.6 195.6 187.8 42.1 1.1
4 .0 227.7 T 1445.4 9519.0 9291.3 437.8 86.1
1.0 254.6 T 147.2 11014.9 11269.5 592.6 86.1
5 .0 195.2 T 1239.0 8159.2 7964.0 375.2 73.8
1.0 218.2 T 126.2 9441.3 9659.5 508.0 73.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
34 1 .0 14.4 C 1.5 863.9 849.5 80.4 0.6
1.0 4.8 T 10.4 136.6 131.8 30.2 0.6
2 .0 46.4 C 81.9 6447.2 6493.6 333.2 24.6
1.0 46.4 C 536.6 6833.3 6786.9 333.2 24.6
3 .0 20.1 C 2.1 1209.5 1189.4 112.6 0.9
1.0 6.8 T 14.5 191.3 184.5 42.3 0.9
4 .0 85.0 C 116.8 7816.6 7901.6 353.9 33.5
1.0 58.1 C 736.7 9375.3 9317.2 508.8 33.5
5 .0 72.9 C 100.1 6700.0 6772.8 303.4 28.7
1.0 49.8 C 631.5 8036.0 7986.2 436.1 28.7
35 1 .0 13.5 C 12.7 860.4 846.9 80.2 0.8
1.0 5.7 T 1.9 133.1 127.4 30.4 0.8
2 .0 148.3 T 879.3 5559.5 5411.2 286.0 46.5
1.0 148.3 T 19.2 5841.1 5989.4 286.0 46.5
3 .0 18.9 C 17.8 1204.6 1185.7 112.3 1.1
1.0 8.0 T 2.6 186.3 178.3 42.5 1.1
4 .0 188.7 T 1213.2 6578.8 6411.5 288.1 64.0
1.0 215.6 T 29.5 7991.2 8206.8 443.0 64.0
5 .0 161.8 T 1039.9 5639.0 5495.6 247.0 54.9
1.0 184.8 T 25.3 6849.6 7034.4 379.7 54.9
36 1 .0 4808.3 C 25.4 0.2 4833.6 6.2 6.4
1.0 4789.1 C 0.1 52.8 4831.7 6.2 6.4
2 .0 34727.6 T 194.7 3796.8 37977.4 511.7 20.8
1.0 34727.6 T 277.8 12869.8 47597.5 4410.2 20.8
3 .0 6731.7 C 35.6 0.2 6767.1 8.7 8.9
1.0 6704.8 C 0.1 74.0 6764.4 8.7 8.9
4 .0 41887.0 T 236.9 5315.7 46401.3 707.7 38.0
1.0 41913.9 T 389.1 18091.8 60005.6 6182.9 38.0
5 .0 35903.1 T 203.1 4556.3 39772.6 606.6 32.5
1.0 35926.2 T 333.5 15507.2 51433.4 5299.6 32.5
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
37 1 .0 4743.0 C 24.8 1.6 4769.0 6.5 6.3
1.0 4723.8 C 0.5 57.3 4770.3 6.5 6.3
2 .0 21288.5 T 208.7 5659.8 26051.5 404.8 26.7
1.0 21288.5 T 315.9 11921.0 33209.4 4517.1 26.7
3 .0 6640.2 C 34.7 2.3 6676.6 9.1 8.8
1.0 6613.3 C 0.7 80.2 6678.5 9.1 8.8
4 .0 23163.7 T 257.5 7921.5 29795.4 557.6 46.3
1.0 23190.6 T 442.9 16769.5 39960.1 6333.0 46.3
5 .0 19854.6 T 220.7 6789.9 25538.9 477.9 39.7
1.0 19877.6 T 379.6 14373.9 34251.5 5428.3 39.7
38 1 .0 4677.5 C 24.4 7.2 4696.1 4.9 2.9
1.0 4658.3 C 12.9 34.9 4699.3 4.9 2.9
2 .0 11136.7 T 202.7 7708.2 17541.9 429.8 41.9
1.0 11136.7 T 370.4 9658.9 20795.5 4492.1 41.9
3 .0 6548.6 C 34.1 10.1 6574.5 6.9 4.0
1.0 6521.7 C 18.1 48.9 6579.1 6.9 4.0
4 .0 9042.8 T 249.7 10801.5 17984.2 594.8 62.6
1.0 9069.7 T 500.5 13571.3 22641.0 6295.8 62.6
5 .0 7751.0 T 214.0 9258.5 15415.0 509.8 53.7
1.0 7774.0 T 429.0 11632.5 19406.5 5396.4 53.7
39 1 .0 4618.9 C 53.6 36.8 4702.1 12.9 54.5
1.0 4599.7 C 164.9 147.1 4883.0 12.9 54.5
2 .0 4256.3 T 196.7 4560.7 8122.9 319.5 42.4
1.0 4256.3 T 366.4 19213.3 23469.6 5241.4 42.4
3 .0 6466.5 C 75.0 51.6 6583.0 18.1 76.3
1.0 6439.6 C 230.8 205.9 6836.2 18.1 76.3
4 .0 507.7 C 200.4 6333.4 6841.1 465.4 135.6
1.0 480.8 C 743.8 27104.5 26623.7 7356.0 135.6
5 .0 435.1 C 171.8 5428.7 5863.8 398.9 116.2
1.0 412.1 C 637.6 23232.4 22820.3 6305.2 116.2
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
40 1 .0 14.4 C 1.4 857.4 842.9 80.1 0.6
1.0 4.8 T 10.1 130.1 125.3 30.5 0.6
2 .0 54.2 C 228.8 4512.6 4566.9 234.9 5.6
1.0 54.2 C 332.8 4847.8 4793.5 234.9 5.6
3 .0 20.2 C 2.0 1200.3 1180.1 112.1 0.9
1.0 6.7 T 14.1 182.1 175.4 42.8 0.9
4 .0 96.2 C 322.3 5117.4 5213.6 216.7 7.0
1.0 69.3 C 451.7 6604.8 6535.5 371.5 7.0
5 .0 82.4 C 276.3 4386.3 4468.8 185.7 6.0
1.0 59.4 C 387.2 5661.2 5601.9 318.5 6.0
41 1 .0 13.3 C 13.0 853.7 840.5 79.9 0.8
1.0 5.9 T 1.9 126.4 120.5 30.7 0.8
2 .0 116.6 T 971.0 3791.5 3974.7 195.8 45.4
1.0 116.6 T 130.7 4012.2 4128.8 195.8 45.4
3 .0 18.6 C 18.2 1195.2 1176.6 111.9 1.1
1.0 8.3 T 2.7 177.0 168.7 43.0 1.1
4 .0 144.6 T 1341.2 4112.8 4617.6 162.2 62.5
1.0 171.5 T 185.7 5440.1 5611.6 317.1 62.5
5 .0 124.0 T 1149.6 3525.3 3957.9 139.1 53.5
1.0 147.0 T 159.2 4662.9 4809.9 271.8 53.5
42 1 .0 14.4 C 1.4 850.9 836.5 79.8 0.6
1.0 4.8 T 9.7 123.5 118.7 30.9 0.6
2 .0 39.3 C 450.8 2925.9 2965.2 154.0 32.7
1.0 39.3 C 154.5 3211.4 3172.1 154.0 32.7
3 .0 20.1 C 2.0 1191.2 1171.0 111.7 0.8
1.0 6.7 T 13.6 172.9 166.1 43.2 0.8
4 .0 75.1 C 633.2 2905.1 2980.2 103.9 46.7
1.0 48.2 C 230.0 4323.1 4274.9 258.8 46.7
5 .0 64.4 C 542.7 2490.1 2554.4 89.1 40.0
1.0 41.3 C 197.1 3705.5 3664.2 221.8 40.0
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
43 1 .0 12.8 C 13.3 847.3 834.4 79.6 0.8
1.0 6.4 T 2.1 120.0 113.7 31.0 0.8
2 .0 54.5 T 1374.2 2353.4 3220.8 122.1 62.0
1.0 54.5 T 227.8 2511.8 2566.3 122.1 62.0
3 .0 18.0 C 18.6 1186.2 1168.2 111.4 1.2
1.0 8.9 T 3.0 168.0 159.1 43.5 1.2
4 .0 58.4 T 1905.3 2108.6 3569.3 59.5 85.6
1.0 85.3 T 321.9 3348.5 3433.7 214.4 85.6
5 .0 50.0 T 1633.1 1807.3 3059.4 51.0 73.4
1.0 73.1 T 275.9 2870.1 2943.2 183.7 73.4
44 1 .0 14.9 C 1.5 844.5 829.6 79.5 0.6
1.0 4.3 T 10.4 117.6 113.4 31.2 0.6
2 .0 27.0 T 763.3 1699.4 2084.4 91.2 97.1
1.0 27.0 T 1031.9 1936.2 2479.2 91.2 97.1
3 .0 20.9 C 2.1 1182.3 1161.4 111.2 0.9
1.0 6.0 T 14.5 164.7 158.7 43.6 0.9
4 .0 16.9 T 1070.7 1196.9 1999.0 16.5 136.8
1.0 43.8 T 1459.2 2546.0 3354.1 171.3 136.8
5 .0 14.5 T 917.8 1025.9 1713.5 14.1 117.3
1.0 37.6 T 1250.8 2182.3 2874.9 146.9 117.3
45 1 .0 15.4 C 12.5 839.7 824.3 79.2 0.8
1.0 3.8 T 1.9 113.2 109.3 31.4 0.8
2 .0 69.6 C 2174.4 1231.3 3042.4 64.2 101.9
1.0 69.6 C 289.2 1329.2 1371.0 64.2 101.9
3 .0 21.5 C 17.5 1175.6 1154.0 110.9 1.1
1.0 5.3 T 2.6 158.4 153.1 44.0 1.1
4 .0 119.0 C 3026.7 548.2 3325.1 21.0 141.6
1.0 92.2 C 407.6 1702.4 1796.0 133.9 141.6
5 .0 102.0 C 2594.3 469.9 2850.1 18.0 121.4
1.0 79.0 C 349.3 1459.2 1539.5 114.8 121.4
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
46 1 .0 16.4 C 1.7 834.5 818.1 78.9 0.4
1.0 2.8 T 5.8 104.9 102.1 31.7 0.4
2 .0 184.0 T 1194.9 841.6 2019.7 46.9 174.0
1.0 184.0 T 2023.2 1028.9 2622.7 46.9 174.0
3 .0 23.0 C 2.4 1168.3 1145.3 110.4 0.6
1.0 3.9 T 8.1 146.8 142.9 44.4 0.6
4 .0 234.6 T 1675.2 10.0 1917.4 44.7 244.2
1.0 261.5 T 2840.5 1293.7 3564.1 110.1 244.2
5 .0 201.1 T 1435.9 8.6 1643.5 38.3 209.3
1.0 224.1 T 2434.7 1108.8 3055.0 94.4 209.3
47 1 .0 2.0 C 14.8 834.2 832.2 78.7 0.9
1.0 17.2 T 2.7 98.4 94.8 31.9 0.9
2 .0 288.8 C 3374.1 407.3 3395.4 21.3 164.3
1.0 288.8 C 334.8 440.4 958.9 21.3 164.3
3 .0 2.9 C 20.7 1167.9 1165.1 110.2 1.3
1.0 24.0 T 3.7 137.8 132.7 44.7 1.3
4 .0 407.2 C 4703.0 597.7 5565.3 80.4 228.7
1.0 380.3 C 472.5 478.7 1217.3 74.4 228.7
5 .0 349.0 C 4031.1 512.3 4770.3 68.9 196.1
1.0 326.0 C 405.0 410.3 1043.4 63.8 196.1
48 1 .0 38.6 T 0.5 848.9 887.5 79.5 1.3
1.0 57.8 T 24.1 115.5 169.9 31.1 1.3
2 .0 438.5 T 1626.0 389.8 2361.4 22.6 376.1
1.0 438.5 T 5329.2 510.7 5378.9 22.6 376.1
3 .0 54.1 T 0.7 1188.4 1242.5 111.3 1.9
1.0 81.0 T 33.7 161.7 237.8 43.6 1.9
4 .0 668.0 T 2277.1 642.7 2455.7 79.7 528.4
1.0 694.9 T 7494.6 553.3 7768.2 75.2 528.4
5 .0 572.6 T 1951.8 550.9 2104.9 68.3 452.9
1.0 595.6 T 6424.0 474.3 6658.5 64.5 452.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
49 1 .0 4545.9 C 352.9 43.9 4934.1 1.4 86.7
1.0 4526.7 C 5.3 31.8 4557.5 1.4 86.7
2 .0 112.7 T 12.2 9707.7 9595.0 1568.3 4.4
1.0 112.7 T 29.9 2075.0 1962.4 3353.6 4.4
3 .0 6364.2 C 494.0 61.5 6907.7 2.0 121.4
1.0 6337.3 C 7.4 44.5 6380.5 2.0 121.4
4 .0 6206.5 C 476.9 13529.2 19735.7 2197.6 127.6
1.0 6179.6 C 34.5 2860.5 9040.2 4693.1 127.6
5 .0 5319.9 C 408.8 11596.5 16916.3 1883.6 109.4
1.0 5296.8 C 29.6 2451.9 7748.7 4022.6 109.4
50 1 .0 73.7 C 4.9 893.3 819.6 83.8 0.5
1.0 54.5 C 3.7 240.7 295.2 26.9 0.5
2 .0 766.5 C 6250.7 125.9 7113.0 6.3 325.3
1.0 766.5 C 233.6 126.0 904.1 6.3 325.3
3 .0 103.1 C 6.8 1250.6 1147.5 117.3 0.6
1.0 76.3 C 5.1 337.0 413.3 37.6 0.6
4 .0 1176.2 C 8757.8 1426.8 11020.5 126.1 456.1
1.0 1149.3 C 321.9 513.4 1662.7 28.8 456.1
5 .0 1008.2 C 7506.7 1223.0 9446.2 108.1 391.0
1.0 985.1 C 275.9 440.0 1425.1 24.6 391.0
51 1 .0 128.4 C 6.4 673.8 647.9 73.0 0.7
1.0 109.2 C 18.9 31.6 140.8 37.6 0.7
2 .0 921.9 T 1724.3 303.7 2877.5 18.7 307.5
1.0 921.9 T 3963.6 440.7 4550.0 18.7 307.5
3 .0 179.8 C 9.0 943.3 907.0 102.2 0.9
1.0 152.9 C 26.4 44.3 197.1 52.7 0.9
4 .0 1111.0 T 2405.1 518.0 3121.5 76.1 431.5
1.0 1137.9 T 5575.5 572.7 6277.2 78.8 431.5
5 .0 952.3 T 2061.5 444.0 2675.6 65.2 369.9
1.0 975.3 T 4779.0 490.9 5380.5 67.5 369.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
52 1 .0 95.4 T 22.4 429.9 525.3 65.3 2.7
1.0 95.4 T 22.8 74.9 170.3 45.4 2.7
2 .0 508.2 T 13135.6 575.8 13205.3 27.8 1517.4
1.0 508.2 T 11965.9 416.9 12791.6 27.8 1517.4
3 .0 133.6 T 31.3 601.8 735.4 91.4 3.8
1.0 133.6 T 32.0 104.8 238.4 63.5 3.8
4 .0 845.0 T 18358.4 1407.9 18585.5 130.4 2120.6
1.0 845.0 T 16720.3 478.9 17930.0 24.5 2120.6
5 .0 724.3 T 15735.8 1206.8 15930.4 111.7 1817.6
1.0 724.3 T 14331.7 410.5 15368.6 21.0 1817.6
53 1 .0 0.6 T 23.2 211.8 212.4 52.7 2.8
1.0 0.6 T 23.2 305.8 306.4 57.9 2.8
2 .0 3199.3 C 12454.9 13826.0 19783.6 1019.9 1449.5
1.0 3199.3 C 11522.4 22531.0 31878.4 1019.9 1449.5
3 .0 0.9 T 32.5 296.5 297.4 73.7 3.9
1.0 0.9 T 32.5 428.1 428.9 81.1 3.9
4 .0 4478.2 C 17404.3 19059.9 27439.7 1354.1 2025.3
1.0 4478.2 C 16098.8 31971.5 44922.2 1508.9 2025.3
5 .0 3838.5 C 14918.0 16337.1 23519.7 1160.6 1736.0
1.0 3838.5 C 13798.9 27404.1 38504.8 1293.4 1736.0
54 1 .0 0.4 C 22.7 152.4 151.9 49.5 2.7
1.0 0.4 C 22.4 359.7 359.2 61.1 2.7
2 .0 2355.4 C 12238.4 13464.3 20135.6 1015.8 1613.2
1.0 2355.4 C 14447.8 22747.4 34124.6 1015.8 1613.2
3 .0 0.6 C 31.7 213.3 212.7 69.3 3.8
1.0 0.6 C 31.4 503.5 502.9 85.6 3.8
4 .0 3298.1 C 17102.0 18636.7 27995.1 1352.8 2254.7
1.0 3298.1 C 20195.6 32350.0 48127.1 1507.7 2254.7
5 .0 2827.0 C 14658.8 15974.3 23995.8 1159.5 1932.6
1.0 2827.0 C 17310.5 27728.6 41251.8 1292.3 1932.6
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
55 1 .0 91.4 T 22.5 441.9 533.3 65.9 2.7
1.0 91.4 T 22.6 65.8 157.2 44.8 2.7
2 .0 269.2 C 9558.0 213.6 9989.9 17.9 1274.8
1.0 269.2 C 11530.3 424.9 11584.6 17.9 1274.8
3 .0 128.0 T 31.4 618.7 746.6 92.2 3.8
1.0 128.0 T 31.7 92.1 220.1 62.7 3.8
4 .0 249.0 C 13349.8 917.7 14297.6 117.3 1780.9
1.0 249.0 C 16110.8 502.7 16244.6 37.6 1780.9
5 .0 213.4 C 11442.7 786.6 12255.1 100.5 1526.5
1.0 213.4 C 13809.3 430.9 13923.9 32.2 1526.5
56 1 .0 5261.6 C 304.1 346.4 5607.9 22.4 37.0
1.0 5223.1 C 7.3 36.2 5259.5 22.4 37.0
2 .0 203510.9 C 14673.3 33190.1 244891.4 711.1 1960.0
1.0 203510.9 C 1036.2 21030.2 221469.6 711.1 1960.0
3 .0 7366.2 C 425.7 484.9 7851.1 31.3 51.8
1.0 7312.4 C 10.2 50.6 7363.3 31.3 51.8
4 .0 292281.5 C 20968.3 45981.2 350249.7 964.2 2795.9
1.0 292227.7 C 1440.4 29492.9 317400.3 964.2 2795.9
5 .0 250527.0 C 17972.8 39412.4 300214.0 826.5 2396.5
1.0 250480.9 C 1234.7 25279.6 272057.4 826.5 2396.5
57 1 .0 377.2 C 240.5 797.3 1224.7 75.2 21.0
1.0 357.9 C 147.2 5.2 509.1 35.4 21.0
2 .0 17197.0 C 37830.7 19339.1 69753.9 895.6 2591.1
1.0 17197.0 C 10091.0 16356.8 33553.8 895.6 2591.1
3 .0 528.0 C 336.7 1116.2 1714.6 105.3 29.3
1.0 501.1 C 206.0 7.3 712.7 49.6 29.3
4 .0 24603.9 C 53299.7 28190.9 99370.0 1359.1 3656.9
1.0 24577.0 C 14333.4 22892.2 47469.2 1204.2 3656.9
5 .0 21089.0 C 45685.5 24163.6 85174.3 1164.9 3134.5
1.0 21066.0 C 12285.8 19621.9 40687.9 1032.2 3134.5
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
58 1 .0 5235.7 C 70.1 159.3 5395.0 22.8 7.9
1.0 5216.5 C 38.2 35.5 5283.3 22.8 7.9
2 .0 204000.3 C 4150.6 26975.6 229857.5 723.2 649.2
1.0 204000.3 C 1549.0 20791.7 222279.8 723.2 649.2
3 .0 7330.0 C 98.1 223.0 7553.0 31.9 11.1
1.0 7303.1 C 53.5 49.7 7396.6 31.9 11.1
4 .0 292930.4 C 5909.0 37542.9 329049.3 980.6 920.0
1.0 292903.5 C 2222.1 29158.0 318588.4 980.6 920.0
5 .0 251083.2 C 5064.9 32179.6 282042.2 840.6 788.6
1.0 251060.2 C 1904.6 24992.6 273075.8 840.6 788.6
59 1 .0 106.3 C 75.4 1013.0 953.0 85.7 4.2
1.0 87.0 C 2.6 199.4 286.5 24.9 4.2
2 .0 3540.4 C 2462.8 26168.5 25929.7 1233.5 151.0
1.0 3540.4 C 330.0 22996.4 26536.9 1233.5 151.0
3 .0 148.8 C 105.5 1418.2 1334.1 120.0 5.9
1.0 121.9 C 3.6 279.2 401.0 34.8 5.9
4 .0 5105.4 C 3342.4 38054.1 37424.8 1847.0 205.5
1.0 5078.5 C 458.5 32474.1 37552.6 1692.1 205.5
5 .0 4376.0 C 2864.9 32617.8 32078.4 1583.1 176.2
1.0 4353.0 C 393.0 27835.0 32188.0 1450.4 176.2
60 1 .0 5191.9 C 41.3 124.8 5333.6 11.3 8.0
1.0 5153.5 C 22.7 67.6 5221.1 11.3 8.0
2 .0 167983.1 C 600.6 34767.4 196560.3 1222.2 38.6
1.0 167983.1 C 291.0 13867.3 179432.9 1222.2 38.6
3 .0 7268.6 C 57.8 174.7 7467.1 15.8 11.2
1.0 7214.9 C 31.8 94.7 7309.5 15.8 11.2
4 .0 242445.0 C 898.7 48849.1 282651.4 1726.8 65.3
1.0 242391.3 C 375.6 19319.6 258312.9 1726.8 65.3
5 .0 207810.0 C 770.3 41870.6 242272.7 1480.1 55.9
1.0 207764.0 C 321.9 16559.7 221411.0 1480.1 55.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
61 1 .0 22.4 T 6.8 931.9 954.3 83.6 0.4
1.0 41.6 T 0.3 194.4 190.0 27.1 0.4
2 .0 940.3 T 964.7 21276.0 22216.3 1071.6 259.9
1.0 940.3 T 3842.7 21435.2 21105.2 1071.6 259.9
3 .0 31.4 T 9.6 1304.7 1336.0 117.0 0.5
1.0 58.2 T 0.5 272.1 266.0 37.9 0.5
4 .0 1347.7 T 1341.0 31091.1 32438.8 1617.3 363.4
1.0 1374.6 T 5380.3 30281.5 29813.3 1462.4 363.4
5 .0 1155.2 T 1149.4 26649.5 27804.7 1386.2 311.5
1.0 1178.2 T 4611.7 25955.6 25554.2 1253.5 311.5
62 1 .0 5165.7 C 43.9 29.8 5233.6 11.6 8.8
1.0 5146.5 C 8.6 69.6 5216.1 11.6 8.8
2 .0 167992.4 C 869.7 24244.2 188370.9 1234.8 128.1
1.0 167992.4 C 356.5 13686.7 179362.2 1234.8 128.1
3 .0 7232.0 C 61.5 41.7 7327.0 16.3 12.3
1.0 7205.2 C 12.1 97.4 7302.6 16.3 12.3
4 .0 242421.4 C 1279.1 33983.6 271046.3 1744.9 191.6
1.0 242394.5 C 511.1 19064.0 258246.0 1744.9 191.6
5 .0 207789.8 C 1096.4 29128.8 232325.4 1495.6 164.3
1.0 207766.8 C 438.1 16340.6 221353.8 1495.6 164.3
63 1 .0 5.8 T 26.4 886.3 892.1 81.7 1.6
1.0 25.0 T 2.4 167.4 154.9 28.9 1.6
2 .0 1096.1 T 354.9 17312.8 18408.9 892.1 59.7
1.0 1096.1 T 749.5 18243.8 17147.7 892.1 59.7
3 .0 8.2 T 37.0 1240.9 1249.0 114.4 2.2
1.0 35.0 T 3.4 234.4 216.9 40.4 2.2
4 .0 1542.8 T 459.9 25478.8 27021.5 1363.4 81.4
1.0 1569.6 T 1045.9 25775.7 24206.1 1208.5 81.4
5 .0 1322.4 T 394.2 21838.9 23161.3 1168.6 69.8
1.0 1345.4 T 896.5 22093.5 20748.1 1035.9 69.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
64 1 .0 5126.7 C 27.5 38.8 5185.5 5.1 6.7
1.0 5088.3 C 26.0 49.1 5137.4 5.1 6.7
2 .0 136216.0 C 50.1 26381.3 157494.5 921.6 11.7
1.0 136216.0 C 143.5 10620.7 144905.7 921.6 11.7
3 .0 7177.4 C 38.6 54.4 7259.7 7.2 9.4
1.0 7123.6 C 36.5 68.7 7192.3 7.2 9.4
4 .0 197879.8 C 108.7 36988.2 227752.0 1297.5 7.0
1.0 197826.0 C 164.5 14800.2 209899.8 1297.5 7.0
5 .0 169611.2 C 93.2 31704.2 195216.0 1112.1 6.0
1.0 169565.2 C 141.0 12685.9 179914.2 1112.1 6.0
65 1 .0 13.3 C 2.6 880.1 866.8 81.3 0.7
1.0 5.9 T 11.3 156.7 150.8 29.3 0.7
2 .0 391.9 C 292.0 15739.7 15347.8 807.7 121.3
1.0 391.9 C 2535.3 16452.9 16844.8 807.7 121.3
3 .0 18.6 C 3.6 1232.1 1213.5 113.9 1.0
1.0 8.3 T 15.8 219.3 211.1 41.0 1.0
4 .0 567.3 C 405.2 23267.7 22700.4 1244.6 170.9
1.0 540.4 C 3565.2 23253.4 23793.8 1089.8 170.9
5 .0 486.3 C 347.3 19943.7 19457.5 1066.8 146.5
1.0 463.2 C 3055.9 19931.5 20394.7 934.1 146.5
66 1 .0 5101.3 C 23.7 5.5 5120.5 5.3 6.1
1.0 5082.1 C 0.6 50.5 5132.6 5.3 6.1
2 .0 135969.9 C 49.4 18416.9 150838.9 936.1 10.0
1.0 135969.9 C 9.3 10412.6 144358.0 936.1 10.0
3 .0 7141.9 C 33.1 7.7 7168.7 7.4 8.5
1.0 7115.0 C 0.9 70.7 7185.7 7.4 8.5
4 .0 197499.7 C 36.0 25775.9 218276.9 1318.0 5.5
1.0 197472.8 C 14.0 14507.0 209160.2 1318.0 5.5
5 .0 169285.4 C 30.8 22093.6 187094.5 1129.7 4.7
1.0 169262.4 C 12.0 12434.6 179280.2 1129.7 4.7
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
67 1 .0 16.6 C 10.7 882.4 865.8 81.3 0.7
1.0 2.6 T 2.2 154.9 152.3 29.3 0.7
2 .0 1.3 C 88.0 14187.6 14186.4 724.7 33.2
1.0 1.3 C 525.2 14698.4 14699.7 724.7 33.2
3 .0 23.2 C 15.0 1235.4 1212.1 113.9 1.0
1.0 3.6 T 3.1 216.9 213.2 41.0 1.0
4 .0 25.0 C 108.2 21098.1 21073.0 1128.5 45.4
1.0 1.9 T 732.2 20794.7 20792.8 973.6 45.4
5 .0 21.4 C 92.7 18084.0 18062.6 967.3 38.9
1.0 1.6 T 627.6 17824.0 17822.4 834.6 38.9
68 1 .0 5061.9 C 24.2 53.9 5129.4 6.2 6.1
1.0 5023.5 C 25.0 52.2 5075.7 6.2 6.1
2 .0 107702.3 C 66.5 21791.1 125303.6 865.6 30.9
1.0 107702.3 C 181.4 6988.9 113507.5 865.6 30.9
3 .0 7086.6 C 33.8 75.5 7181.2 8.7 8.6
1.0 7032.8 C 35.0 73.1 7106.0 8.7 8.6
4 .0 157869.9 C 59.3 30583.0 182538.6 1220.5 34.7
1.0 157816.1 C 218.9 9711.4 165849.5 1220.5 34.7
5 .0 135317.0 C 50.8 26214.0 156461.7 1046.2 29.7
1.0 135271.0 C 187.6 8324.0 142156.7 1046.2 29.7
69 1 .0 15.1 C 1.8 880.9 865.8 81.3 0.7
1.0 4.1 T 10.6 153.0 149.0 29.4 0.7
2 .0 336.7 C 265.7 12890.4 12553.6 658.5 83.2
1.0 336.7 C 1804.9 13353.8 13690.6 658.5 83.2
3 .0 21.2 C 2.5 1233.3 1212.1 113.8 0.9
1.0 5.7 T 14.8 214.3 208.5 41.1 0.9
4 .0 492.6 C 369.4 19279.8 18787.2 1035.6 117.5
1.0 465.7 C 2541.6 18909.6 19375.3 880.7 117.5
5 .0 422.2 C 316.6 16525.5 16103.3 887.7 100.7
1.0 399.2 C 2178.5 16208.3 16607.4 754.9 100.7
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
70 1 .0 5036.3 C 25.5 0.8 5062.4 6.4 6.3
1.0 5017.1 C 0.3 53.8 5070.9 6.4 6.3
2 .0 107263.4 C 5.9 14330.1 118800.3 885.0 7.9
1.0 107263.4 C 37.4 6762.8 112742.6 885.0 7.9
3 .0 7050.8 C 35.7 1.1 7087.4 8.9 8.8
1.0 7023.9 C 0.4 75.4 7099.3 8.9 8.8
4 .0 157219.5 C 43.9 20063.2 173407.9 1248.0 2.2
1.0 157192.7 C 52.7 9392.5 164803.3 1248.0 2.2
5 .0 134759.6 C 37.7 17197.1 148635.3 1069.7 1.9
1.0 134736.6 C 45.2 8050.7 141260.0 1069.7 1.9
71 1 .0 13.7 C 12.6 877.3 863.6 81.1 0.8
1.0 5.5 T 1.9 149.8 144.3 29.5 0.8
2 .0 61.6 T 422.1 11319.6 11381.3 579.5 4.9
1.0 61.6 T 331.6 11778.0 11716.3 579.5 4.9
3 .0 19.2 C 17.6 1228.2 1209.0 113.5 1.1
1.0 7.7 T 2.7 209.8 202.1 41.4 1.1
4 .0 67.1 T 608.6 17075.7 17142.8 924.8 8.0
1.0 94.0 T 461.6 16699.0 16604.9 770.0 8.0
5 .0 57.5 T 521.7 14636.3 14693.8 792.7 6.8
1.0 80.6 T 395.6 14313.4 14232.8 660.0 6.8
72 1 .0 4997.0 C 25.1 51.4 5063.5 6.0 6.3
1.0 4958.6 C 25.1 51.7 5010.2 6.0 6.3
2 .0 82537.5 C 1.6 16870.3 96114.2 747.3 21.6
1.0 82537.5 C 171.7 4091.5 86001.5 747.3 21.6
3 .0 6995.8 C 35.2 71.9 7088.8 8.4 8.8
1.0 6942.0 C 35.2 72.4 7014.4 8.4 8.8
4 .0 122548.2 C 32.9 23690.3 141644.2 1054.6 21.5
1.0 122494.5 C 205.1 5655.8 127250.7 1054.6 21.5
5 .0 105041.4 C 28.2 20306.0 121409.3 904.0 18.4
1.0 104995.3 C 175.8 4847.8 109072.0 904.0 18.4
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
73 1 .0 14.2 C 1.6 873.8 859.6 80.9 0.7
1.0 5.0 T 10.7 146.5 141.5 29.7 0.7
2 .0 214.0 C 252.8 10056.3 9842.3 515.4 54.0
1.0 214.0 C 1252.2 10486.7 10700.7 515.4 54.0
3 .0 19.8 C 2.3 1223.3 1203.4 113.3 0.9
1.0 7.0 T 14.9 205.1 198.1 41.6 0.9
4 .0 319.5 C 351.6 15302.1 14982.6 834.9 76.6
1.0 292.6 C 1768.0 14886.4 15179.0 680.0 76.6
5 .0 273.9 C 301.3 13116.1 12842.3 715.6 65.6
1.0 250.8 C 1515.4 12759.8 13010.6 582.8 65.6
74 1 .0 4971.2 C 25.5 0.3 4996.5 6.2 6.3
1.0 4952.0 C 0.2 53.3 5005.3 6.2 6.3
2 .0 81960.2 C 8.6 10415.0 90349.5 766.3 11.7
1.0 81960.2 C 38.4 3862.8 85106.8 766.3 11.7
3 .0 6959.7 C 35.7 0.4 6995.1 8.7 8.8
1.0 6932.8 C 0.3 74.6 7007.4 8.7 8.8
4 .0 121703.9 C 23.6 14580.6 133460.2 1081.5 7.6
1.0 121677.0 C 54.0 5333.2 126022.6 1081.5 7.6
5 .0 104317.7 C 20.2 12497.6 114394.5 927.0 6.5
1.0 104294.6 C 46.3 4571.4 108019.4 927.0 6.5
75 1 .0 13.7 C 12.4 870.3 856.6 80.7 0.8
1.0 5.5 T 1.9 143.0 137.5 29.9 0.8
2 .0 42.0 T 639.3 8698.2 8740.2 446.8 26.5
1.0 42.0 T 150.1 9109.8 9067.8 446.8 26.5
3 .0 19.2 C 17.3 1218.4 1199.3 113.0 1.1
1.0 7.7 T 2.6 200.2 192.5 41.8 1.1
4 .0 39.6 T 912.3 13395.9 13435.5 738.5 38.1
1.0 66.5 T 207.5 12953.9 12887.4 583.7 38.1
5 .0 34.0 T 782.0 11482.2 11516.2 633.0 32.7
1.0 57.0 T 177.8 11103.4 11046.4 500.3 32.7
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
76 1 .0 4932.1 C 25.0 51.8 4998.8 6.1 6.3
1.0 4893.7 C 25.1 51.8 4945.5 6.1 6.3
2 .0 60725.1 C 19.2 12662.7 70933.7 643.8 19.3
1.0 60725.1 C 174.1 1653.1 62229.5 643.8 19.3
3 .0 6905.0 C 35.1 72.5 6998.4 8.5 8.8
1.0 6851.2 C 35.1 72.5 6923.7 8.5 8.8
4 .0 91920.2 C 61.9 17800.3 106305.5 909.8 18.3
1.0 91866.4 C 208.6 2241.9 93879.0 909.8 18.3
5 .0 78788.7 C 53.0 15257.4 91119.0 779.8 15.7
1.0 78742.6 C 178.8 1921.6 80467.8 779.8 15.7
77 1 .0 14.4 C 1.6 867.2 852.8 80.6 0.7
1.0 4.8 T 10.5 139.9 135.0 30.0 0.7
2 .0 175.7 C 188.9 7601.9 7426.2 390.7 37.4
1.0 175.7 C 880.5 7972.0 8147.7 390.7 37.4
3 .0 20.1 C 2.2 1214.0 1193.9 112.8 0.9
1.0 6.8 T 14.7 195.8 189.0 42.1 0.9
4 .0 266.1 C 262.3 11856.8 11590.7 659.9 53.3
1.0 239.2 C 1247.4 11356.6 11595.8 505.0 53.3
5 .0 228.1 C 224.8 10162.9 9934.9 565.6 45.7
1.0 205.0 C 1069.2 9734.3 9939.3 432.8 45.7
78 1 .0 4906.1 C 25.4 0.1 4931.4 6.2 6.3
1.0 4886.9 C 0.2 53.5 4940.4 6.2 6.3
2 .0 60027.3 C 19.6 7065.1 65732.0 658.9 11.5
1.0 60027.3 C 26.6 1431.0 61205.3 658.9 11.5
3 .0 6868.6 C 35.6 0.1 6904.0 8.7 8.8
1.0 6841.7 C 0.3 74.9 6916.6 8.7 8.8
4 .0 90906.7 C 8.1 9891.1 98874.0 931.3 7.3
1.0 90879.8 C 37.4 1928.5 92469.1 931.3 7.3
5 .0 77920.1 C 7.0 8478.1 84749.1 798.2 6.3
1.0 77897.0 C 32.1 1653.0 79259.2 798.2 6.3
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
79 1 .0 13.6 C 12.6 863.7 850.2 80.4 0.8
1.0 5.6 T 1.9 136.4 130.8 30.2 0.8
2 .0 47.5 T 684.0 6425.5 6473.0 331.4 37.6
1.0 47.5 T 10.8 6782.9 6735.4 331.4 37.6
3 .0 19.0 C 17.7 1209.2 1190.2 112.6 1.1
1.0 7.9 T 2.6 191.0 183.1 42.3 1.1
4 .0 47.5 T 975.2 10204.9 10252.4 576.5 53.7
1.0 74.4 T 17.7 9687.1 9612.7 421.7 53.7
5 .0 40.7 T 835.9 8747.1 8787.8 494.2 46.0
1.0 63.7 T 15.2 8303.2 8239.4 361.4 46.0
80 1 .0 4867.4 C 25.1 51.7 4934.0 6.0 6.2
1.0 4828.9 C 24.9 51.6 4880.5 6.0 6.2
2 .0 42273.1 C 51.9 8918.8 49501.8 533.8 16.2
1.0 42273.1 C 182.0 209.8 42482.9 533.8 16.2
3 .0 6814.3 C 35.1 72.4 6907.6 8.5 8.7
1.0 6760.5 C 34.9 72.2 6832.8 8.5 8.7
4 .0 65996.7 C 107.8 12558.7 76210.1 755.8 14.0
1.0 65942.9 C 219.8 365.9 66308.8 755.8 14.0
5 .0 56568.6 C 92.4 10764.6 65323.0 647.8 12.0
1.0 56522.5 C 188.4 313.6 56836.1 647.8 12.0
81 1 .0 14.4 C 1.5 860.6 846.2 80.2 0.6
1.0 4.8 T 10.2 133.3 128.5 30.4 0.6
2 .0 147.6 C 71.0 5496.2 5348.7 283.6 35.9
1.0 147.6 C 734.8 5806.4 5954.0 283.6 35.9
3 .0 20.2 C 2.0 1204.9 1184.7 112.3 0.9
1.0 6.7 T 14.3 186.7 179.9 42.5 0.9
4 .0 226.7 C 97.4 8899.6 8672.9 509.4 51.1
1.0 199.8 C 1043.0 8315.6 8515.5 354.5 51.1
5 .0 194.3 C 83.5 7628.2 7433.9 436.6 43.8
1.0 171.3 C 894.0 7127.7 7299.0 303.9 43.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
82 1 .0 4840.9 C 25.4 0.0 4866.3 6.2 6.3
1.0 4821.7 C 0.2 53.3 4875.0 6.2 6.3
2 .0 41465.3 C 26.0 4205.3 44875.2 538.9 6.6
1.0 41465.3 C 0.6 402.3 41867.6 538.9 6.6
3 .0 6777.3 C 35.5 0.1 6812.8 8.7 8.8
1.0 6750.4 C 0.3 74.7 6825.1 8.7 8.8
4 .0 64828.7 C 0.9 5887.3 69567.0 763.2 0.5
1.0 64801.8 C 1.1 637.9 65439.7 763.2 0.5
5 .0 55567.5 C 0.8 5046.3 59628.8 654.1 0.4
1.0 55544.4 C 1.0 546.8 56091.2 654.1 0.4
83 1 .0 13.4 C 12.9 857.1 843.7 80.1 0.8
1.0 5.8 T 1.9 129.8 124.0 30.6 0.8
2 .0 55.4 T 484.1 4490.0 4545.4 233.0 34.5
1.0 55.4 T 153.9 4796.1 4740.6 233.0 34.5
3 .0 18.8 C 18.0 1199.9 1181.2 112.1 1.1
1.0 8.1 T 2.6 181.7 173.6 42.8 1.1
4 .0 58.8 T 695.8 7485.9 7544.7 438.3 49.4
1.0 85.7 T 218.0 6896.2 6810.4 283.4 49.4
5 .0 50.4 T 596.4 6416.5 6466.9 375.7 42.4
1.0 73.5 T 186.9 5911.0 5837.5 242.9 42.4
84 1 .0 4802.7 C 25.2 51.9 4869.7 6.1 6.3
1.0 4764.3 C 25.4 51.9 4816.2 6.1 6.3
2 .0 27176.2 C 92.3 5761.5 31904.6 442.4 12.8
1.0 27176.2 C 195.0 1804.3 28980.6 442.4 12.8
3 .0 6723.8 C 35.3 72.6 6817.5 8.5 8.9
1.0 6670.0 C 35.6 72.7 6742.7 8.5 8.9
4 .0 44770.5 C 164.5 8138.7 51484.0 627.9 9.1
1.0 44716.7 C 237.4 2598.8 47315.5 627.9 9.1
5 .0 38374.7 C 141.0 6976.0 44129.1 538.2 7.8
1.0 38328.6 C 203.5 2227.5 40556.1 538.2 7.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
85 1 .0 14.5 C 1.4 854.1 839.6 79.9 0.6
1.0 4.7 T 9.9 126.7 122.0 30.7 0.6
2 .0 115.7 C 114.3 3729.6 3613.9 193.4 51.7
1.0 115.7 C 840.9 3978.5 4094.2 193.4 51.7
3 .0 20.2 C 2.0 1195.7 1175.5 111.9 0.9
1.0 6.6 T 13.9 177.4 170.8 43.0 0.9
4 .0 182.2 C 162.0 6417.1 6234.9 382.6 73.2
1.0 155.4 C 1191.2 5747.4 5902.7 227.8 73.2
5 .0 156.2 C 138.9 5500.4 5344.2 328.0 62.7
1.0 133.2 C 1021.1 4926.3 5059.5 195.2 62.7
86 1 .0 4775.7 C 25.5 0.4 4800.9 6.3 6.6
1.0 4756.5 C 0.8 54.2 4810.7 6.3 6.6
2 .0 26287.9 C 28.1 1724.3 27703.5 431.8 3.1
1.0 26287.9 C 40.6 1967.5 28255.4 431.8 3.1
3 .0 6686.0 C 35.6 0.5 6721.2 8.8 9.2
1.0 6659.1 C 1.2 75.9 6735.0 8.8 9.2
4 .0 43489.1 C 3.6 2413.5 45434.9 613.3 13.6
1.0 43462.2 C 58.0 2830.4 46292.6 613.3 13.6
5 .0 37276.4 C 3.1 2068.8 38944.2 525.7 11.6
1.0 37253.3 C 49.7 2426.1 39679.4 525.7 11.6
87 1 .0 13.1 C 13.2 850.4 837.4 79.7 0.8
1.0 6.1 T 2.0 123.1 117.0 30.9 0.8
2 .0 40.4 T 8.1 2902.7 2943.1 152.1 15.6
1.0 40.4 T 281.0 3158.7 3118.4 152.1 15.6
3 .0 18.3 C 18.5 1190.6 1172.3 111.6 1.1
1.0 8.6 T 2.8 172.3 163.7 43.2 1.1
4 .0 38.2 T 29.8 5254.4 5292.7 324.5 23.0
1.0 65.1 T 396.2 4594.6 4529.5 169.7 23.0
5 .0 32.8 T 25.5 4503.8 4536.6 278.2 19.7
1.0 55.8 T 339.6 3938.2 3882.4 145.4 19.7
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
88 1 .0 4737.9 C 24.7 51.6 4804.2 6.0 6.3
1.0 4699.5 C 25.5 51.7 4751.2 6.0 6.3
2 .0 15394.5 C 143.1 2847.3 17828.8 267.5 4.2
1.0 15394.5 C 177.1 1727.5 17122.0 267.5 4.2
3 .0 6633.1 C 34.6 72.3 6725.9 8.5 8.8
1.0 6579.3 C 35.6 72.3 6651.6 8.5 8.8
4 .0 28185.4 C 234.9 4058.5 31686.1 383.0 2.8
1.0 28131.6 C 212.4 2490.8 30622.5 383.0 2.8
5 .0 24158.9 C 201.4 3478.7 27159.5 328.3 2.4
1.0 24112.8 C 182.0 2135.0 26247.8 328.3 2.4
89 1 .0 14.3 C 1.4 847.8 833.4 79.6 0.6
1.0 4.9 T 9.8 120.5 115.6 31.0 0.6
2 .0 53.2 C 383.1 2292.7 2239.4 119.7 90.9
1.0 53.2 C 1297.8 2478.5 3131.8 119.7 90.9
3 .0 20.0 C 2.0 1186.9 1166.8 111.4 0.8
1.0 6.8 T 13.7 168.6 161.8 43.4 0.8
4 .0 94.6 C 538.3 4396.6 4302.0 279.0 128.1
1.0 67.7 C 1830.6 3638.5 4533.5 124.2 128.1
5 .0 81.1 C 461.4 3768.5 3687.4 239.2 109.8
1.0 58.0 C 1569.1 3118.7 3885.9 106.4 109.8
90 1 .0 4709.9 C 23.1 0.5 4733.4 6.1 4.2
1.0 4690.7 C 6.4 51.5 4742.2 6.1 4.2
2 .0 14504.4 C 19.8 219.5 14700.9 222.8 18.2
1.0 14504.4 C 92.6 1685.7 16190.1 222.8 18.2
3 .0 6593.9 C 32.3 0.6 6626.8 8.5 5.8
1.0 6567.0 C 8.9 72.1 6639.1 8.5 5.8
4 .0 26900.1 C 4.6 307.9 27152.5 320.4 31.3
1.0 26873.2 C 120.7 2432.0 29305.2 320.4 31.3
5 .0 23057.2 C 3.9 263.9 23273.6 274.7 26.8
1.0 23034.2 C 103.5 2084.6 25118.8 274.7 26.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
91 1 .0 13.3 C 13.0 844.0 830.7 79.4 0.8
1.0 5.9 T 2.3 117.2 111.3 31.2 0.8
2 .0 23.3 C 838.8 1674.9 2137.5 89.2 24.4
1.0 23.3 C 387.7 1881.3 1904.7 89.2 24.4
3 .0 18.6 C 18.2 1181.6 1163.0 111.2 1.2
1.0 8.3 T 3.2 164.1 155.8 43.7 1.2
4 .0 51.3 C 1156.0 3526.4 3892.5 236.1 33.0
1.0 24.4 C 545.9 2797.9 2822.3 81.2 33.0
5 .0 44.0 C 990.9 3022.6 3336.5 202.4 28.3
1.0 20.9 C 468.0 2398.2 2419.1 69.6 28.3
92 1 .0 4674.0 C 24.5 51.0 4739.5 5.5 2.7
1.0 4635.5 C 3.0 43.3 4678.9 5.5 2.7
2 .0 6977.2 C 163.4 1762.8 8559.1 484.0 17.5
1.0 6977.2 C 303.8 6514.5 13491.7 484.0 17.5
3 .0 6543.5 C 34.3 71.4 6635.2 7.7 3.8
1.0 6489.8 C 4.2 60.7 6550.4 7.7 3.8
4 .0 16311.5 C 263.1 2539.3 18618.0 685.4 20.8
1.0 16257.8 C 429.6 9181.0 25438.8 685.4 20.8
5 .0 13981.3 C 225.5 2176.6 15958.3 587.5 17.8
1.0 13935.2 C 368.2 7869.4 21804.7 587.5 17.8
93 1 .0 17.3 C 1.8 840.3 823.0 79.2 0.7
1.0 1.9 T 10.3 113.7 111.8 31.4 0.7
2 .0 69.1 T 769.4 1175.2 1595.2 62.2 148.5
1.0 69.1 T 1977.7 1303.4 3039.3 62.2 148.5
3 .0 24.2 C 2.5 1176.4 1152.2 110.9 0.9
1.0 2.7 T 14.4 159.2 156.5 43.9 0.9
4 .0 72.5 T 1079.7 2821.7 3155.8 198.0 208.9
1.0 99.4 T 2783.1 1983.9 4393.2 43.1 208.9
5 .0 62.2 T 925.5 2418.6 2705.0 169.7 179.0
1.0 85.2 T 2385.5 1700.5 3765.6 37.0 179.0
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
94 1 .0 4646.8 C 40.4 0.8 4686.5 6.7 11.5
1.0 4627.6 C 5.7 57.8 4685.4 6.7 11.5
2 .0 6260.9 C 3.9 3086.2 9347.1 431.5 8.1
1.0 6260.9 C 36.3 6775.4 13036.3 431.5 8.1
3 .0 6505.5 C 56.6 1.2 6561.1 9.3 16.1
1.0 6478.6 C 8.0 80.9 6559.5 9.3 16.1
4 .0 15270.7 C 62.1 4321.8 19592.5 613.4 4.8
1.0 15243.8 C 42.9 9566.5 24810.3 613.4 4.8
5 .0 13089.2 C 53.2 3704.4 16793.6 525.8 4.1
1.0 13066.1 C 36.7 8199.8 21266.0 525.8 4.1
95 1 .0 14.5 C 13.3 833.6 819.1 78.8 0.8
1.0 4.7 T 1.1 104.0 99.3 31.8 0.8
2 .0 197.3 C 1990.4 817.5 2810.3 45.1 83.2
1.0 197.3 C 452.4 978.6 1175.9 45.1 83.2
3 .0 20.3 C 18.6 1167.1 1146.7 110.4 1.1
1.0 6.6 T 1.5 145.6 139.0 44.5 1.1
4 .0 296.5 C 2768.0 2311.6 4824.7 173.5 115.3
1.0 269.7 C 634.9 1515.7 1785.3 18.6 115.3
5 .0 254.2 C 2372.6 1981.3 4135.5 148.7 98.9
1.0 231.1 C 544.2 1299.2 1530.3 15.9 98.9
96 1 .0 4613.9 C 54.6 65.7 4721.3 10.4 56.9
1.0 4575.5 C 401.2 111.8 4886.7 10.4 56.9
2 .0 1376.2 C 355.5 4730.2 6106.4 1125.0 167.3
1.0 1376.2 C 985.1 14508.8 14036.2 1125.0 167.3
3 .0 6459.5 C 76.4 91.9 6609.9 14.5 79.6
1.0 6405.7 C 561.7 156.6 6841.4 14.5 79.6
4 .0 8386.2 C 574.1 6530.4 14916.5 1560.5 313.8
1.0 8332.4 C 1940.8 20155.7 26492.0 1560.5 313.8
5 .0 7188.1 C 492.1 5597.5 12785.6 1337.6 269.0
1.0 7142.0 C 1663.5 17276.3 22707.4 1337.6 269.0
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
97 1 .0 3.8 C 0.6 835.1 831.3 78.7 0.2
1.0 15.4 T 3.9 98.8 94.6 31.9 0.2
2 .0 255.5 T 1202.5 334.9 1203.0 18.0 273.7
1.0 255.5 T 3859.9 381.9 4406.2 18.0 273.7
3 .0 5.4 C 0.9 1169.2 1163.8 110.2 0.3
1.0 21.5 T 5.5 138.3 132.4 44.6 0.3
4 .0 352.3 T 1684.4 1638.0 2579.4 135.4 383.6
1.0 379.2 T 5409.5 672.9 6301.1 19.5 383.6
5 .0 302.0 T 1443.8 1404.0 2210.9 116.1 328.8
1.0 325.0 T 4636.7 576.8 5400.9 16.7 328.8
98 1 .0 4561.0 C 2.8 1.6 4562.7 5.1 4.1
1.0 4541.8 C 13.8 45.3 4587.1 5.1 4.1
2 .0 1030.5 C 509.2 4861.3 5451.5 1346.8 141.4
1.0 1030.5 C 57.4 16376.8 15346.3 1346.8 141.4
3 .0 6385.4 C 3.9 2.3 6387.7 7.2 5.8
1.0 6358.5 C 19.3 63.4 6422.0 7.2 5.8
4 .0 7828.2 C 716.7 6803.5 14019.5 1878.4 203.7
1.0 7801.3 C 99.6 22864.1 26299.1 1878.4 203.7
5 .0 6709.9 C 614.3 5831.6 12016.7 1610.0 174.6
1.0 6686.8 C 85.4 19597.8 22542.1 1610.0 174.6
99 1 .0 44.2 T 14.4 848.4 892.6 79.5 1.4
1.0 63.4 T 12.0 115.0 163.0 31.1 1.4
2 .0 227.8 C 4087.0 301.0 4544.1 15.0 197.2
1.0 227.8 C 440.6 297.3 525.1 15.0 197.2
3 .0 61.9 T 20.1 1187.8 1249.7 111.3 2.0
1.0 88.8 T 16.8 161.1 228.2 43.6 2.0
4 .0 257.1 C 5701.7 1609.2 7184.1 132.3 274.0
1.0 230.2 C 633.6 577.3 843.0 22.6 274.0
5 .0 220.3 C 4887.1 1379.3 6157.8 113.4 234.9
1.0 197.3 C 543.1 494.8 722.6 19.4 234.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
100 1 .0 4546.4 C 330.8 43.3 4842.3 0.3 81.4
1.0 4527.2 C 4.6 45.8 4573.0 0.3 81.4
2 .0 107.7 C 814.9 17835.1 17727.3 2481.0 210.6
1.0 107.7 C 29.2 3378.5 3486.2 2481.0 210.6
3 .0 6364.9 C 463.1 60.7 6779.2 0.4 113.9
1.0 6338.0 C 6.5 64.1 6402.2 0.4 113.9
4 .0 6515.8 C 1603.9 24908.4 28162.9 3473.8 408.8
1.0 6488.9 C 34.4 4794.0 11282.9 3473.8 408.8
5 .0 5584.9 C 1374.8 21350.1 24139.6 2977.6 350.4
1.0 5561.9 C 29.5 4109.1 9671.0 2977.6 350.4
101 1 .0 81.6 C 13.3 897.7 816.1 84.1 3.8
1.0 62.4 C 56.4 249.0 311.4 26.5 3.8
2 .0 603.8 T 1945.1 168.1 2420.8 12.2 233.5
1.0 603.8 T 2373.5 318.2 3219.6 12.2 233.5
3 .0 114.2 C 18.6 1256.8 1142.6 117.7 5.3
1.0 87.3 C 79.0 348.6 436.0 37.2 5.3
4 .0 731.1 T 2741.7 1492.2 3146.8 134.8 332.2
1.0 757.9 T 3401.9 794.1 4764.5 20.1 332.2
5 .0 626.6 T 2350.0 1279.0 2697.3 115.5 284.7
1.0 649.7 T 2915.9 680.6 4083.9 17.2 284.7
102 1 .0 120.8 C 12.0 661.0 636.1 72.4 0.6
1.0 101.5 C 0.5 19.0 120.5 38.2 0.6
2 .0 914.3 T 5217.1 90.0 6199.9 2.2 604.5
1.0 914.3 T 5962.5 3.0 6879.0 2.2 604.5
3 .0 169.1 C 16.9 925.4 890.6 101.3 0.9
1.0 142.2 C 0.7 26.6 168.7 53.5 0.9
4 .0 1111.0 T 7320.8 799.4 7823.0 98.3 847.1
1.0 1137.9 T 8346.7 30.7 9508.0 56.6 847.1
5 .0 952.3 T 6274.9 685.2 6705.5 84.2 726.1
1.0 975.3 T 7154.3 26.3 8149.7 48.5 726.1
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
103 1 .0 5250.2 C 22.3 344.9 5595.1 21.6 35.9
1.0 5231.0 C 121.6 160.5 5391.5 21.6 35.9
2 .0 203364.2 C 465.6 33632.0 230892.6 757.3 1121.7
1.0 203364.2 C 4029.8 27157.0 229246.5 757.3 1121.7
3 .0 7350.3 C 31.2 482.8 7833.1 30.2 50.3
1.0 7323.4 C 170.2 224.6 7548.0 30.2 50.3
4 .0 292060.1 C 683.0 46602.0 330242.6 1030.0 1620.7
1.0 292033.2 C 5811.8 37795.2 328257.9 1030.0 1620.7
5 .0 250337.2 C 585.5 39944.6 283065.1 882.9 1389.2
1.0 250314.2 C 4981.6 32395.9 281364.0 882.9 1389.2
104 1 .0 221.4 C 30.7 773.0 840.7 72.9 2.3
1.0 202.2 C 12.0 72.5 269.4 37.7 2.3
2 .0 113661.4 T 77.8 2698.1 115793.8 1138.8 100.0
1.0 113661.4 T 1771.6 42689.3 156350.7 1138.8 100.0
3 .0 310.0 C 43.0 1082.2 1177.0 102.0 3.2
1.0 283.1 C 16.9 101.4 377.2 52.8 3.2
4 .0 158816.0 T 66.0 2695.1 160934.3 1492.2 136.8
1.0 158842.9 T 2463.3 59866.5 218709.4 1647.1 136.8
5 .0 136128.0 T 56.6 2310.1 137943.7 1279.0 117.2
1.0 136151.1 T 2111.4 51314.1 187465.2 1411.8 117.2
105 1 .0 56.1 C 10.4 1112.4 1056.3 89.9 1.5
1.0 36.9 C 17.8 267.5 304.3 20.7 1.5
2 .0 132791.9 C 1558.1 49592.0 172112.6 2894.2 15.1
1.0 132791.9 C 1837.4 65763.1 198555.0 2894.2 15.1
3 .0 78.5 C 14.6 1557.3 1478.8 125.9 2.1
1.0 51.6 C 25.0 374.5 426.1 29.0 2.1
4 .0 185987.1 C 2166.7 70986.0 242207.4 4177.8 23.3
1.0 185960.2 C 2597.3 92442.8 278403.0 4023.0 23.3
5 .0 159417.6 C 1857.2 60845.2 207606.4 3581.0 20.0
1.0 159394.5 C 2226.3 79236.6 238631.2 3448.3 20.0
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
106 1 .0 5200.9 C 38.1 127.6 5341.6 11.4 8.0
1.0 5181.6 C 6.2 30.4 5212.3 11.4 8.0
2 .0 168190.4 C 1664.8 35123.4 198118.2 1291.3 676.4
1.0 168190.4 C 1045.7 24082.3 188614.5 1291.3 676.4
3 .0 7281.2 C 53.3 178.6 7478.2 15.9 11.1
1.0 7254.3 C 8.6 42.6 7297.2 15.9 11.1
4 .0 242747.7 C 2384.1 49351.4 284843.7 1823.8 958.1
1.0 242720.8 C 1455.3 33757.7 271340.2 1823.8 958.1
5 .0 208069.5 C 2043.5 42301.2 244151.7 1563.2 821.2
1.0 208046.4 C 1247.4 28935.2 232577.3 1563.2 821.2
107 1 .0 16.9 T 4.6 931.1 947.9 84.4 0.3
1.0 36.1 T 0.2 229.4 210.9 26.2 0.3
2 .0 127987.1 T 60.4 48612.2 165064.1 2653.7 40.8
1.0 127987.1 T 693.8 57157.1 185144.2 2653.7 40.8
3 .0 23.6 T 6.4 1303.5 1327.1 118.2 0.4
1.0 50.5 T 0.2 321.2 295.3 36.7 0.4
4 .0 179205.5 T 78.2 66753.5 230114.4 3597.0 56.7
1.0 179232.4 T 971.2 79698.7 258931.2 3751.9 56.7
5 .0 153604.8 T 67.0 57217.3 197240.9 3083.2 48.6
1.0 153627.8 T 832.4 68313.2 221941.0 3215.9 48.6
108 1 .0 3.1 C 2.4 843.9 840.8 80.4 0.2
1.0 16.2 T 1.4 154.5 138.3 30.3 0.2
2 .0 127204.6 C 1014.1 38448.9 157496.3 2211.4 127.7
1.0 127204.6 C 1347.3 49688.9 176893.6 2211.4 127.7
3 .0 4.3 C 3.4 1181.4 1177.1 112.5 0.3
1.0 22.6 T 1.9 216.3 193.7 42.4 0.3
4 .0 178090.7 C 1416.4 55009.9 221395.4 3208.4 178.5
1.0 178063.8 C 1884.3 69780.8 247844.6 3053.5 178.5
5 .0 152649.2 C 1214.0 47151.4 189767.5 2750.1 153.0
1.0 152626.2 C 1615.1 59812.1 212438.3 2617.3 153.0
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
109 1 .0 5133.6 C 8.2 39.9 5173.9 5.2 8.9
1.0 5114.4 C 27.4 5.0 5137.7 5.2 8.9
2 .0 136009.9 C 353.3 26609.2 157775.0 972.5 68.8
1.0 136009.9 C 77.7 18293.9 150808.3 972.5 68.8
3 .0 7187.1 C 11.5 55.8 7243.4 7.3 12.4
1.0 7160.2 C 38.3 7.0 7192.8 7.3 12.4
4 .0 197601.0 C 506.1 37308.6 228128.5 1368.9 108.7
1.0 197574.1 C 70.4 25604.5 218247.9 1368.9 108.7
5 .0 169372.3 C 433.8 31978.8 195538.7 1173.3 93.2
1.0 169349.2 C 60.4 21946.7 187069.6 1173.3 93.2
110 1 .0 5068.8 C 0.9 55.6 5114.5 6.4 6.1
1.0 5049.6 C 25.4 1.3 5076.0 6.4 6.1
2 .0 107295.4 C 26.2 21936.3 124973.2 900.4 38.2
1.0 107295.4 C 126.8 14237.7 118879.0 900.4 38.2
3 .0 7096.4 C 1.3 77.9 7160.3 8.9 8.5
1.0 7069.5 C 35.5 1.8 7106.4 8.9 8.5
4 .0 157309.9 C 38.1 30788.6 182122.9 1269.4 44.9
1.0 157283.0 C 142.1 19934.5 173466.0 1269.4 44.9
5 .0 134837.1 C 32.6 26390.3 156105.3 1088.1 38.5
1.0 134814.0 C 121.8 17086.7 148685.1 1088.1 38.5
111 1 .0 5003.8 C 0.0 52.9 5046.4 6.2 6.3
1.0 4984.6 C 25.4 0.2 5010.1 6.2 6.3
2 .0 81984.9 C 12.6 16940.8 95629.4 769.7 21.1
1.0 81984.9 C 97.3 10359.3 90418.1 769.7 21.1
3 .0 7005.3 C 0.0 74.1 7065.0 8.6 8.9
1.0 6978.4 C 35.6 0.2 7014.2 8.6 8.9
4 .0 121784.2 C 17.6 23791.2 140946.0 1086.3 20.7
1.0 121757.3 C 100.7 14503.3 133528.5 1086.3 20.7
5 .0 104386.5 C 15.1 20392.4 120810.9 931.1 17.8
1.0 104363.4 C 86.3 12431.4 114453.0 931.1 17.8
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
112 1 .0 19.6 C 8.6 870.2 850.6 81.0 0.6
1.0 0.4 C 3.3 153.9 154.4 29.6 0.6
2 .0 113826.7 T 2401.7 38141.4 145271.8 2186.8 137.3
1.0 113826.7 T 137.5 49017.4 162844.0 2186.8 137.3
3 .0 27.5 C 12.0 1218.3 1190.8 113.4 0.9
1.0 0.6 C 4.7 215.5 216.1 41.5 0.9
4 .0 159329.8 T 3350.4 52179.6 202413.4 2948.1 191.3
1.0 159356.7 T 187.8 68408.8 227765.5 3103.0 191.3
5 .0 136568.4 T 2871.8 44725.4 173497.2 2526.9 164.0
1.0 136591.5 T 161.0 58636.1 195227.6 2659.7 164.0
113 1 .0 16.5 C 3.3 884.1 867.6 81.6 0.4
1.0 2.7 T 4.9 163.5 160.8 29.0 0.4
2 .0 114135.9 C 177.9 37187.1 142630.6 2091.7 52.4
1.0 114135.9 C 791.9 46182.4 160318.3 2091.7 52.4
3 .0 23.1 C 4.7 1237.8 1214.6 114.2 0.6
1.0 3.8 T 6.9 228.9 225.2 40.6 0.6
4 .0 159813.4 C 253.8 53299.7 200653.2 3042.6 74.0
1.0 159786.5 C 1115.6 64884.2 224670.8 2887.8 74.0
5 .0 136982.9 C 217.5 45685.5 171988.5 2608.0 63.5
1.0 136959.9 C 956.2 55615.0 192574.9 2475.2 63.5
114 1 .0 13.3 C 5.4 877.5 864.2 81.4 0.4
1.0 5.9 T 2.4 161.8 155.9 29.2 0.4
2 .0 102182.6 T 1283.5 35893.8 130798.2 1996.6 65.4
1.0 102182.6 T 74.2 43686.0 145868.6 1996.6 65.4
3 .0 18.7 C 7.6 1228.6 1209.9 113.9 0.6
1.0 8.2 T 3.4 226.5 218.3 40.9 0.6
4 .0 143037.0 T 1789.4 49022.8 182155.7 2681.4 91.0
1.0 143063.9 T 107.3 60933.9 203997.8 2836.2 91.0
5 .0 122603.2 T 1533.8 42019.5 156133.4 2298.3 78.0
1.0 122626.2 T 91.9 52229.0 174855.2 2431.1 78.0
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
115 1 .0 13.5 C 2.1 869.5 856.1 81.0 0.3
1.0 5.7 T 3.9 155.0 149.3 29.6 0.3
2 .0 102200.1 C 171.1 33187.2 127642.2 1841.1 24.9
1.0 102200.1 C 289.1 40193.2 142393.3 1841.1 24.9
3 .0 18.9 C 2.9 1217.4 1198.5 113.4 0.5
1.0 8.0 T 5.5 217.0 209.0 41.4 0.5
4 .0 143099.0 C 242.5 47679.4 179647.8 2691.0 35.3
1.0 143072.1 C 410.3 56487.5 199559.6 2536.1 35.3
5 .0 122656.3 C 207.8 40868.1 153983.8 2306.5 30.3
1.0 122633.2 C 351.7 48417.9 171051.1 2173.8 30.3
116 1 .0 14.2 C 5.9 867.6 853.5 80.9 0.4
1.0 5.0 T 2.4 152.2 147.2 29.7 0.4
2 .0 90028.9 T 840.3 32158.7 115356.9 1765.1 34.8
1.0 90028.9 T 196.3 38191.1 128219.9 1765.1 34.8
3 .0 19.8 C 8.2 1214.7 1194.8 113.3 0.6
1.0 7.0 T 3.4 213.1 206.1 41.6 0.6
4 .0 126020.6 T 1168.2 43807.4 160546.7 2357.8 48.1
1.0 126047.4 T 278.3 53254.4 179301.8 2512.7 48.1
5 .0 108017.6 T 1001.3 37549.2 137611.4 2021.0 41.2
1.0 108040.7 T 238.5 45646.6 153687.3 2153.7 41.2
117 1 .0 14.2 C 2.1 864.3 850.1 80.7 0.3
1.0 5.0 T 4.0 148.6 143.6 29.9 0.3
2 .0 90146.9 C 163.9 29705.6 112930.7 1620.1 7.7
1.0 90146.9 C 21.7 34867.2 125014.1 1620.1 7.7
3 .0 19.8 C 3.0 1210.0 1190.2 113.0 0.5
1.0 7.1 T 5.7 208.0 201.0 41.9 0.5
4 .0 126225.5 C 232.4 42797.9 159047.1 2381.2 11.2
1.0 126198.6 C 24.8 49022.1 175220.8 2226.3 11.2
5 .0 108193.3 C 199.2 36683.9 136326.1 2041.0 9.6
1.0 108170.3 C 21.2 42019.0 150189.2 1908.3 9.6
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
118 1 .0 4938.7 C 0.1 53.3 4981.7 6.2 6.3
1.0 4919.5 C 25.5 0.3 4945.3 6.2 6.3
2 .0 60049.7 C 3.1 12680.7 70256.6 658.4 16.9
1.0 60049.7 C 70.8 7051.0 65794.3 658.4 16.9
3 .0 6914.2 C 0.1 74.7 6974.4 8.7 8.9
1.0 6887.3 C 35.7 0.5 6923.4 8.7 8.9
4 .0 90983.8 C 4.2 17827.6 105333.4 930.5 14.8
1.0 90956.9 C 63.4 9871.9 98964.0 930.5 14.8
5 .0 77986.1 C 3.6 15280.8 90285.8 797.5 12.7
1.0 77963.0 C 54.4 8461.6 84826.3 797.5 12.7
119 1 .0 4873.6 C 0.1 53.2 4916.4 6.2 6.3
1.0 4854.4 C 25.5 0.4 4880.2 6.2 6.3
2 .0 41485.2 C 22.0 8893.4 48663.5 544.2 17.7
1.0 41485.2 C 48.9 4239.9 44945.9 544.2 17.7
3 .0 6823.0 C 0.1 74.4 6883.0 8.6 8.9
1.0 6796.1 C 35.7 0.5 6832.3 8.6 8.9
4 .0 64902.2 C 31.0 12525.2 75011.9 770.6 15.9
1.0 64875.3 C 32.8 5936.4 69685.0 770.6 15.9
5 .0 55630.5 C 26.5 10735.8 64295.9 660.5 13.6
1.0 55607.4 C 28.1 5088.4 59730.0 660.5 13.6
120 1 .0 4808.4 C 0.1 53.4 4851.4 6.2 6.3
1.0 4789.2 C 25.5 0.1 4814.7 6.2 6.3
2 .0 26297.8 C 65.3 5710.4 30958.1 455.3 24.5
1.0 26297.8 C 32.8 1817.5 27793.1 455.3 24.5
3 .0 6731.7 C 0.1 74.7 6791.9 8.7 8.9
1.0 6704.8 C 35.6 0.1 6740.6 8.7 8.9
4 .0 43548.6 C 91.6 8069.2 50133.3 646.1 25.4
1.0 43521.7 C 10.3 2544.6 45579.6 646.1 25.4
5 .0 37327.4 C 78.5 6916.5 42971.4 553.8 21.8
1.0 37304.3 C 8.8 2181.1 39068.2 553.8 21.8
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
121 1 .0 4743.0 C 1.2 52.5 4786.4 6.0 6.6
1.0 4723.8 C 27.7 1.0 4752.3 6.0 6.6
2 .0 14489.0 C 129.9 2753.2 16834.3 276.9 39.8
1.0 14489.0 C 29.8 386.0 14829.4 276.9 39.8
3 .0 6640.2 C 1.6 73.5 6700.9 8.4 9.3
1.0 6613.3 C 38.8 1.4 6653.2 8.4 9.3
4 .0 26924.8 C 183.5 3927.9 30269.0 396.0 46.5
1.0 26897.9 C 2.9 541.8 27336.8 396.0 46.5
5 .0 23078.4 C 157.2 3366.8 25944.8 339.5 39.9
1.0 23055.4 C 2.5 464.4 23431.5 339.5 39.9
122 1 .0 4677.8 C 6.1 55.0 4728.1 6.5 4.3
1.0 4658.6 C 10.9 0.6 4669.0 6.5 4.3
2 .0 6195.6 C 206.3 1793.9 7845.3 543.0 63.7
1.0 6195.6 C 49.1 2848.9 9044.5 543.0 63.7
3 .0 6548.9 C 8.6 76.9 6619.4 9.1 6.0
1.0 6522.0 C 15.3 0.9 6536.6 9.1 6.0
4 .0 15222.7 C 280.2 2588.4 17585.7 769.3 83.3
1.0 15195.8 C 53.5 3989.3 19185.1 769.3 83.3
5 .0 13048.0 C 240.2 2218.6 15073.5 659.4 71.4
1.0 13025.0 C 45.8 3419.4 16444.4 659.4 71.4
123 1 .0 4611.4 C 6.7 51.9 4659.8 5.8 11.4
1.0 4592.2 C 52.2 1.9 4646.0 5.8 11.4
2 .0 915.1 C 143.2 5146.2 6061.3 1212.2 165.1
1.0 915.1 C 518.3 5218.6 5632.6 1212.2 165.1
3 .0 6455.9 C 9.4 72.6 6523.8 8.2 15.9
1.0 6429.1 C 73.1 2.7 6504.4 8.2 15.9
4 .0 7737.1 C 209.8 7132.0 14869.1 1688.9 215.2
1.0 7710.2 C 652.4 7308.8 14243.8 1688.9 215.2
5 .0 6631.8 C 179.8 6113.1 12744.9 1447.6 184.4
1.0 6608.7 C 559.2 6264.6 12209.0 1447.6 184.4
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
124 1 .0 4538.6 C 13.8 56.2 4594.8 0.3 4.0
1.0 4519.4 C 29.7 53.9 4573.3 0.3 4.0
2 .0 238.0 C 29.3 18869.3 18631.3 2707.1 10.7
1.0 238.0 C 13.7 4277.4 4515.4 2707.1 10.7
3 .0 6354.0 C 19.3 78.6 6432.7 0.4 5.6
1.0 6327.2 C 41.6 75.4 6402.6 0.4 5.6
4 .0 6687.2 C 21.8 26338.3 27902.8 3789.6 20.6
1.0 6660.3 C 60.8 6063.7 12724.1 3789.6 20.6
5 .0 5731.9 C 18.7 22575.7 23916.7 3248.2 17.7
1.0 5708.9 C 52.1 5197.5 10906.4 3248.2 17.7
125 1 .0 13.9 C 5.9 861.7 847.8 80.6 0.4
1.0 5.3 T 2.4 146.2 140.9 30.0 0.4
2 .0 78030.9 T 528.0 28537.4 100289.2 1540.0 11.9
1.0 78030.9 T 307.3 32842.2 110873.1 1540.0 11.9
3 .0 19.5 C 8.3 1206.4 1187.0 112.8 0.6
1.0 7.4 T 3.3 204.6 197.2 42.0 0.6
4 .0 109223.8 T 730.9 38745.9 139458.5 2043.2 16.1
1.0 109250.7 T 433.5 45774.5 155025.2 2198.0 16.1
5 .0 93620.4 T 626.5 33210.8 119535.8 1751.3 13.8
1.0 93643.4 T 371.5 39235.3 132878.7 1884.0 13.8
126 1 .0 14.1 C 2.0 857.5 843.5 80.4 0.3
1.0 5.1 T 3.8 142.0 136.9 30.2 0.3
2 .0 78139.5 C 207.4 25981.4 98130.9 1393.7 4.6
1.0 78139.5 C 121.5 29565.1 107704.6 1393.7 4.6
3 .0 19.7 C 2.8 1200.5 1180.9 112.5 0.4
1.0 7.2 T 5.3 198.9 191.6 42.3 0.4
4 .0 109415.0 C 293.2 37574.5 138320.0 2063.7 6.9
1.0 109388.1 C 164.8 41590.0 150978.2 1908.8 6.9
5 .0 93784.3 C 251.3 32206.7 118560.0 1768.8 6.0
1.0 93761.2 C 141.2 35648.6 129409.8 1636.1 6.0
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
127 1 .0 13.7 C 6.2 855.0 841.2 80.3 0.5
1.0 5.5 T 2.4 139.5 134.0 30.4 0.5
2 .0 66022.3 T 440.6 24772.0 85326.0 1314.4 2.2
1.0 66022.3 T 399.6 27615.2 93637.5 1314.4 2.2
3 .0 19.2 C 8.6 1197.0 1177.7 112.4 0.6
1.0 7.6 T 3.3 195.3 187.6 42.5 0.6
4 .0 92412.0 T 608.2 33483.9 118517.1 1727.8 2.5
1.0 92438.8 T 562.7 38466.0 130904.8 1882.6 2.5
5 .0 79210.2 T 521.3 28700.5 101586.1 1480.9 2.1
1.0 79233.3 T 482.3 32970.9 112204.2 1613.7 2.1
128 1 .0 14.2 C 1.9 851.0 836.8 80.1 0.3
1.0 5.0 T 3.5 135.5 130.5 30.6 0.3
2 .0 66139.4 C 309.8 22165.8 83327.8 1168.3 17.6
1.0 66139.4 C 15.2 24398.8 90538.2 1168.3 17.6
3 .0 19.8 C 2.7 1191.4 1171.6 112.1 0.4
1.0 7.0 T 5.0 189.7 182.7 42.8 0.4
4 .0 92615.0 C 436.4 32223.6 117588.6 1747.7 25.0
1.0 92588.1 C 26.2 34348.1 126936.2 1592.8 25.0
5 .0 79384.3 C 374.1 27620.2 100790.3 1498.0 21.4
1.0 79361.2 C 22.5 29441.2 108802.5 1365.3 21.4
129 1 .0 13.6 C 6.4 848.2 834.6 79.9 0.5
1.0 5.6 T 2.4 132.7 127.1 30.7 0.5
2 .0 54014.5 T 610.7 20908.4 70546.2 1089.9 7.2
1.0 54014.5 T 476.6 22531.4 76545.9 1089.9 7.2
3 .0 19.0 C 9.0 1187.5 1168.5 111.9 0.7
1.0 7.9 T 3.4 185.8 177.9 43.0 0.7
4 .0 75601.2 T 845.9 28084.2 97832.4 1414.0 9.5
1.0 75628.1 T 670.7 31358.2 106986.3 1568.8 9.5
5 .0 64801.0 T 725.1 24072.2 83856.3 1212.0 8.1
1.0 64824.1 T 574.9 26878.4 91702.5 1344.7 8.1
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
130 1 .0 14.1 C 1.9 844.4 830.3 79.7 0.3
1.0 5.1 T 3.2 128.6 123.6 30.9 0.3
2 .0 54092.8 C 486.7 18246.1 68473.3 943.0 49.9
1.0 54092.8 C 435.7 19337.2 73430.0 943.0 49.9
3 .0 19.8 C 2.7 1182.2 1162.4 111.6 0.4
1.0 7.1 T 4.5 180.1 173.0 43.3 0.4
4 .0 75749.6 C 684.1 26726.6 96785.2 1431.8 70.2
1.0 75722.8 C 614.5 27252.2 102975.0 1276.9 70.2
5 .0 64928.3 C 586.4 22908.6 82958.8 1227.2 60.2
1.0 64905.2 C 526.7 23359.0 88264.3 1094.5 60.2
131 1 .0 13.1 C 6.8 842.2 829.1 79.6 0.5
1.0 6.1 T 2.7 126.7 120.6 31.0 0.5
2 .0 41967.1 T 1090.5 16820.7 55866.1 858.3 29.8
1.0 41967.1 T 540.0 17388.1 59355.2 858.3 29.8
3 .0 18.4 C 9.5 1179.1 1160.7 111.5 0.7
1.0 8.5 T 3.8 177.4 168.9 43.4 0.7
4 .0 58735.6 T 1517.3 22369.9 77286.8 1090.1 40.9
1.0 58762.5 T 759.9 24165.9 82928.5 1245.0 40.9
5 .0 50344.8 T 1300.5 19174.2 66245.9 934.4 35.1
1.0 50367.9 T 651.3 20713.7 71081.5 1067.1 35.1
132 1 .0 14.9 C 2.2 838.5 823.7 79.5 0.3
1.0 4.3 T 3.6 124.2 119.8 31.2 0.3
2 .0 42135.0 C 765.9 14103.2 53640.0 716.4 107.7
1.0 42135.0 C 1226.4 14448.6 56583.5 716.4 107.7
3 .0 20.8 C 3.1 1173.9 1153.1 111.2 0.4
1.0 6.1 T 5.1 173.8 167.7 43.6 0.4
4 .0 59009.7 C 1075.3 20918.5 76013.8 1114.2 151.2
1.0 58982.9 C 1722.0 20401.8 79384.7 959.3 151.2
5 .0 50579.8 C 921.7 17930.1 65154.7 955.0 129.6
1.0 50556.7 C 1476.0 17487.3 68044.0 822.2 129.6
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
133 1 .0 14.5 C 5.8 832.4 817.9 79.1 0.4
1.0 4.7 T 2.1 117.4 112.7 31.5 0.4
2 .0 29818.1 T 1980.6 13120.7 41789.6 659.3 77.0
1.0 29818.1 T 556.2 13156.2 42974.3 659.3 77.0
3 .0 20.3 C 8.1 1165.3 1145.0 110.8 0.6
1.0 6.6 T 2.9 164.4 157.8 44.1 0.6
4 .0 41725.0 T 2764.7 17203.6 57589.7 812.2 107.2
1.0 41751.9 T 781.7 18254.3 60006.2 967.1 107.2
5 .0 35764.3 T 2369.8 14746.0 49362.6 696.2 91.9
1.0 35787.3 T 670.0 15646.6 51433.9 828.9 91.9
134 1 .0 12.4 C 1.6 827.4 815.0 78.7 0.2
1.0 6.8 T 1.3 105.9 99.0 31.9 0.2
2 .0 29388.6 C 1106.6 10055.6 38152.3 476.3 185.0
1.0 29388.6 C 2315.5 8929.1 38317.6 476.3 185.0
3 .0 17.3 C 2.3 1158.3 1141.0 110.2 0.2
1.0 9.6 T 1.8 148.2 138.6 44.7 0.2
4 .0 41161.3 C 1551.6 15236.2 54314.8 777.1 259.3
1.0 41134.4 C 3243.6 12648.9 53783.3 622.2 259.3
5 .0 35281.1 C 1329.9 13059.6 46555.5 666.1 222.2
1.0 35258.1 C 2780.2 10841.9 46100.0 533.3 222.2
135 1 .0 4.6 C 10.0 840.4 835.8 79.4 0.9
1.0 14.6 T 6.9 119.8 112.8 31.2 0.9
2 .0 18043.7 T 3123.4 6429.5 26062.9 288.5 129.1
1.0 18043.7 T 736.1 5070.6 23114.3 288.5 129.1
3 .0 6.4 C 14.1 1176.5 1170.1 111.2 1.3
1.0 20.5 T 9.7 167.8 157.9 43.7 1.3
4 .0 25254.7 T 4358.7 7824.8 35571.7 292.8 179.4
1.0 25281.6 T 1040.2 6931.1 32212.7 447.7 179.4
5 .0 21646.9 T 3736.0 6707.0 30490.1 251.0 153.8
1.0 21669.9 T 891.6 5940.9 27610.9 383.7 153.8
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
136 1 .0 24.3 C 7.3 851.6 827.4 80.8 1.4
1.0 5.1 C 18.9 165.6 170.7 29.8 1.4
2 .0 20099.6 C 1892.9 5797.6 26407.2 369.4 373.2
1.0 20099.6 C 5009.0 8923.7 29023.2 369.4 373.2
3 .0 34.0 C 10.3 1192.3 1158.3 113.2 2.0
1.0 7.1 C 26.4 231.9 238.9 41.7 2.0
4 .0 28173.3 C 2660.3 9309.0 37922.1 630.3 524.4
1.0 28146.5 C 7039.1 12725.0 40871.5 475.4 524.4
5 .0 24148.6 C 2280.3 7979.1 32504.7 540.2 449.5
1.0 24125.5 C 6033.5 10907.2 35032.7 407.5 449.5
137 1 .0 19.9 C 8.9 760.0 740.0 76.2 0.5
1.0 0.7 C 0.2 72.4 73.1 34.4 0.5
2 .0 5173.3 T 6461.4 14901.1 22981.4 791.0 418.0
1.0 5173.3 T 1270.0 16627.0 21800.3 791.0 418.0
3 .0 27.9 C 12.5 1063.9 1036.1 106.7 0.7
1.0 1.0 C 0.2 101.4 102.3 48.2 0.7
4 .0 7214.8 T 9058.4 19797.5 31348.4 1000.8 585.9
1.0 7241.7 T 1778.2 23176.4 30418.1 1155.6 585.9
5 .0 6184.1 T 7764.4 16969.3 26870.1 857.8 502.2
1.0 6207.2 T 1524.2 19865.5 26072.7 990.6 502.2
138 1 .0 8.4 C 22.1 884.3 875.9 87.4 1.6
1.0 10.8 T 18.6 394.6 405.4 69.1 1.6
2 .0 2975.5 C 3394.5 7141.8 11808.3 207.3 330.8
1.0 2975.5 C 4813.6 3941.2 6916.7 207.3 330.8
3 .0 11.8 C 30.9 1238.0 1226.3 122.3 2.3
1.0 15.1 T 26.1 552.4 567.5 96.7 2.3
4 .0 4177.5 C 4783.2 11236.6 17517.0 412.5 465.4
1.0 4150.6 C 6765.1 4965.3 9115.9 193.5 465.4
5 .0 3580.7 C 4099.9 9631.4 15014.6 353.6 398.9
1.0 3557.7 C 5798.7 4256.0 7813.6 165.8 398.9
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
139 1 .0 228.4 C 218.2 771.9 1034.3 72.8 20.8
1.0 209.2 C 166.0 72.8 430.6 37.8 20.8
2 .0 112143.6 T 5324.2 2843.7 119633.1 1140.3 180.2
1.0 112143.6 T 1991.1 42606.9 154750.5 1140.3 180.2
3 .0 319.8 C 305.4 1080.6 1448.1 102.0 29.1
1.0 292.9 C 232.4 101.9 602.9 52.9 29.1
4 .0 156681.3 T 7759.3 2900.6 166649.2 1494.5 281.4
1.0 156708.2 T 2555.1 59751.5 216459.7 1649.4 281.4
5 .0 134298.2 T 6650.8 2486.2 142842.2 1281.0 241.2
1.0 134321.3 T 2190.1 51215.6 185536.8 1413.7 241.2
140 1 .0 5235.6 C 155.8 10.7 5382.8 3.0 37.2
1.0 5216.4 C 6.9 14.8 5235.2 3.0 37.2
2 .0 185676.8 T 7081.7 38428.0 224104.8 5208.5 2003.1
1.0 185676.8 T 945.4 14935.4 200612.2 286.6 2003.1
3 .0 7329.9 C 218.1 15.0 7535.9 4.2 52.0
1.0 7303.0 C 9.6 20.7 7329.3 4.2 52.0
4 .0 252617.6 T 9696.3 53784.2 306401.8 7287.7 2752.3
1.0 252644.5 T 1333.2 20930.2 273574.7 397.1 2752.3
5 .0 216529.4 T 8311.1 46100.8 262630.1 6246.6 2359.1
1.0 216552.4 T 1142.8 17940.2 234492.6 340.4 2359.1
141 1 .0 56.8 C 55.8 1111.6 1054.8 89.9 3.8
1.0 37.6 C 15.1 267.3 305.0 20.7 3.8
2 .0 131730.0 C 10195.8 49309.0 179473.0 2877.9 660.7
1.0 131730.0 C 2023.3 65393.1 197123.1 2877.9 660.7
3 .0 79.6 C 78.1 1556.3 1476.7 125.9 5.4
1.0 52.7 C 21.1 374.3 427.0 29.0 5.4
4 .0 184501.5 C 14352.3 70589.0 252605.0 4154.9 930.3
1.0 184474.6 C 2853.7 91924.6 276399.2 4000.0 930.3
5 .0 158144.1 C 12302.0 60504.8 216518.6 3561.3 797.4
1.0 158121.1 C 2446.1 78792.6 236913.6 3428.6 797.4
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
142 1 .0 17.5 T 17.4 931.1 948.5 84.4 1.6
1.0 36.7 T 12.7 228.0 223.0 26.2 1.6
2 .0 127022.0 T 841.4 48241.8 164598.0 2636.7 133.2
1.0 127022.0 T 3304.6 56847.4 183869.4 2636.7 133.2
3 .0 24.5 T 24.4 1303.5 1328.0 118.1 2.3
1.0 51.3 T 17.8 319.3 312.3 36.7 2.3
4 .0 177855.3 T 1202.3 66235.1 229493.4 3573.2 184.2
1.0 177882.2 T 4608.6 79267.1 257149.3 3728.1 184.2
5 .0 152447.4 T 1030.5 56772.9 196708.7 3062.7 157.9
1.0 152470.4 T 3950.2 67943.2 220413.7 3195.5 157.9
143 1 .0 5166.3 C 9.4 67.3 5233.6 7.2 8.1
1.0 5147.1 C 23.0 5.7 5165.5 7.2 8.1
2 .0 152084.1 T 548.5 45866.8 197950.9 6064.2 58.7
1.0 152084.1 T 313.3 15057.4 167141.5 1142.4 58.7
3 .0 7232.9 C 13.1 94.2 7327.0 10.1 11.3
1.0 7206.0 C 32.1 8.0 7231.7 10.1 11.3
4 .0 205684.8 T 754.8 64119.3 269804.2 8479.8 70.9
1.0 205711.7 T 470.8 21072.4 226784.2 1589.2 70.9
5 .0 176301.3 T 647.0 54959.4 231260.7 7268.4 60.7
1.0 176324.3 T 403.5 18062.1 194386.4 1362.2 60.7
144 1 .0 3.6 C 12.8 846.1 842.5 80.5 0.9
1.0 15.6 T 4.7 156.4 140.7 30.2 0.9
2 .0 126434.9 C 1160.6 38193.0 156678.2 2197.1 138.7
1.0 126434.9 C 1404.7 49377.1 175812.0 2197.1 138.7
3 .0 5.0 C 18.0 1184.6 1179.5 112.6 1.3
1.0 21.9 T 6.6 218.9 197.0 42.2 1.3
4 .0 177013.9 C 1606.8 54654.7 220238.5 3188.6 192.9
1.0 176987.0 C 1960.0 69346.9 246333.8 3033.7 192.9
5 .0 151726.2 C 1377.3 46846.9 188775.9 2733.1 165.3
1.0 151703.1 C 1680.0 59440.2 211143.2 2600.4 165.3
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
145 1 .0 19.1 C 4.3 869.0 849.9 81.0 0.5
1.0 0.1 T 5.5 153.2 153.1 29.7 0.5
2 .0 113226.2 T 628.2 37863.4 142686.1 2175.0 71.0
1.0 113226.2 T 1940.4 48825.5 162051.7 2175.0 71.0
3 .0 26.7 C 6.0 1216.6 1189.8 113.3 0.7
1.0 0.2 T 7.7 214.5 214.3 41.5 0.7
4 .0 158489.9 T 873.5 51792.2 198801.4 2931.7 100.1
1.0 158516.8 T 2724.3 68141.2 226658.0 3086.5 100.1
5 .0 135848.5 T 748.7 44393.3 170401.2 2512.9 85.8
1.0 135871.5 T 2335.1 58406.8 194278.3 2645.6 85.8
146 1 .0 5101.3 C 0.8 49.6 5150.9 5.9 6.7
1.0 5082.1 C 26.3 1.1 5109.2 5.9 6.7
2 .0 121915.6 T 204.2 37964.7 159880.3 5800.5 2.4
1.0 121915.6 T 194.4 9410.7 131326.4 878.6 2.4
3 .0 7141.8 C 1.1 69.4 7211.2 8.3 9.4
1.0 7114.9 C 36.8 1.5 7152.9 8.3 9.4
4 .0 163540.0 T 284.7 53081.1 216621.2 8112.3 6.0
1.0 163566.9 T 308.9 13176.5 176743.5 1221.7 6.0
5 .0 140177.2 T 244.1 45498.1 185675.3 6953.4 5.2
1.0 140200.2 T 264.8 11294.2 151494.4 1047.2 5.2
147 1 .0 16.7 C 5.1 884.7 867.9 81.6 0.4
1.0 2.5 T 2.3 164.1 161.7 29.0 0.4
2 .0 113643.6 C 750.0 37033.8 142593.6 2083.6 95.6
1.0 113643.6 C 1018.5 46013.0 159656.6 2083.6 95.6
3 .0 23.4 C 7.1 1238.5 1215.1 114.3 0.6
1.0 3.4 T 3.3 229.8 226.4 40.6 0.6
4 .0 159124.5 C 1042.8 53085.9 200590.5 3031.4 133.3
1.0 159097.6 C 1422.6 64648.1 223745.7 2876.5 133.3
5 .0 136392.4 C 893.8 45502.2 171934.7 2598.3 114.3
1.0 136369.4 C 1219.4 55412.6 191782.0 2465.6 114.3
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
148 1 .0 13.2 C 2.1 876.7 863.4 81.3 0.3
1.0 6.0 T 3.9 160.8 154.9 29.3 0.3
2 .0 101805.0 T 517.1 35726.3 129526.5 1990.2 37.6
1.0 101805.0 T 1212.0 43596.2 145401.2 1990.2 37.6
3 .0 18.5 C 2.9 1227.4 1208.8 113.9 0.5
1.0 8.3 T 5.4 225.2 216.8 41.0 0.5
4 .0 142508.5 T 721.0 48789.4 180381.0 2672.4 53.1
1.0 142535.4 T 1702.3 60809.5 203344.9 2827.2 53.1
5 .0 122150.1 T 618.0 41819.5 154612.3 2290.6 45.5
1.0 122173.2 T 1459.1 52122.4 174295.6 2423.4 45.5
149 1 .0 5036.3 C 0.4 54.2 5090.5 6.3 6.2
1.0 5017.1 C 25.3 0.7 5041.9 6.3 6.2
2 .0 95091.2 T 154.2 33386.2 128477.4 5731.3 24.7
1.0 95091.2 T 253.1 5423.6 100514.8 809.4 24.7
3 .0 7050.9 C 0.6 75.9 7126.7 8.8 8.7
1.0 7024.0 C 35.4 0.9 7058.6 8.8 8.7
4 .0 126076.8 T 216.5 46664.9 172741.7 8015.1 43.3
1.0 126103.7 T 389.8 7592.1 133695.8 1124.4 43.3
5 .0 108065.9 T 185.5 39998.5 148064.3 6870.0 37.1
1.0 108088.9 T 334.1 6507.5 114596.4 963.8 37.1
150 1 .0 13.6 C 5.9 870.5 856.9 81.1 0.5
1.0 5.6 T 2.5 155.9 150.3 29.6 0.5
2 .0 101878.3 C 234.2 33089.6 127309.1 1835.8 55.7
1.0 101878.3 C 796.4 40081.4 141959.6 1835.8 55.7
3 .0 19.0 C 8.2 1218.7 1199.7 113.5 0.6
1.0 7.9 T 3.5 218.3 210.4 41.4 0.6
4 .0 142648.6 C 319.6 47544.1 179171.5 2683.7 77.4
1.0 142621.7 C 1111.5 56332.2 198953.9 2528.8 77.4
5 .0 122270.2 C 274.0 40752.1 153575.6 2300.3 66.3
1.0 122247.2 C 952.7 48284.7 170531.9 2167.5 66.3
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
151 1 .0 14.1 C 2.2 866.8 852.6 80.9 0.3
1.0 5.1 T 4.1 151.4 146.4 29.8 0.3
2 .0 89766.2 T 447.8 32019.0 114595.5 1760.1 16.1
1.0 89766.2 T 746.3 38132.5 127898.7 1760.1 16.1
3 .0 19.8 C 3.1 1213.5 1193.7 113.2 0.5
1.0 7.1 T 5.7 212.0 204.9 41.7 0.5
4 .0 125652.9 T 623.8 43613.1 159486.8 2350.9 23.1
1.0 125679.8 T 1050.5 53173.5 178853.3 2505.8 23.1
5 .0 107702.5 T 534.7 37382.7 136703.0 2015.1 19.8
1.0 107725.6 T 900.4 45577.3 153302.8 2147.8 19.8
152 1 .0 4971.3 C 0.0 53.1 5024.3 6.2 6.4
1.0 4952.1 C 25.5 0.3 4977.3 6.2 6.4
2 .0 71603.2 T 180.9 28817.3 100420.5 5624.2 19.4
1.0 71603.2 T 258.5 1770.5 73373.7 702.3 19.4
3 .0 6959.8 C 0.0 74.3 7034.1 8.6 8.9
1.0 6932.9 C 35.6 0.4 6968.2 8.6 8.9
4 .0 93284.7 T 253.3 40269.9 133554.6 7865.2 36.0
1.0 93311.6 T 397.6 2478.3 95789.9 974.6 36.0
5 .0 79958.3 T 217.1 34517.1 114475.4 6741.6 30.9
1.0 79981.4 T 340.8 2124.2 82105.6 835.4 30.9
153 1 .0 14.1 C 5.8 865.1 851.0 80.8 0.4
1.0 5.1 T 2.4 149.4 144.3 29.9 0.4
2 .0 89898.9 C 89.5 29625.7 112547.4 1616.1 26.5
1.0 89898.9 C 580.4 34786.4 124685.4 1616.1 26.5
3 .0 19.7 C 8.1 1211.1 1191.4 113.1 0.6
1.0 7.2 T 3.3 209.1 202.0 41.8 0.6
4 .0 125878.3 C 133.4 42687.0 158516.4 2375.6 36.5
1.0 125851.4 C 809.2 48910.1 174761.5 2220.7 36.5
5 .0 107895.7 C 114.3 36588.9 135871.2 2036.2 31.3
1.0 107872.6 C 693.6 41923.0 149795.6 1903.5 31.3
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
154 1 .0 14.1 C 2.1 861.0 846.9 80.6 0.3
1.0 5.1 T 3.9 145.4 140.3 30.1 0.3
2 .0 77814.3 T 336.9 28414.2 99787.8 1535.8 5.2
1.0 77814.3 T 433.0 32798.6 110612.9 1535.8 5.2
3 .0 19.7 C 2.9 1205.3 1185.7 112.8 0.5
1.0 7.2 T 5.5 203.6 196.4 42.1 0.5
4 .0 108920.4 T 468.7 38574.6 138762.5 2037.4 7.7
1.0 108947.3 T 611.7 45714.5 154661.8 2192.2 7.7
5 .0 93360.3 T 401.8 33064.0 118939.3 1746.3 6.6
1.0 93383.4 T 524.3 39183.8 132567.2 1879.1 6.6
155 1 .0 4906.1 C 0.1 53.3 4959.5 6.2 6.3
1.0 4886.9 C 25.5 0.3 4912.2 6.2 6.3
2 .0 51473.5 T 201.1 24825.0 76298.4 5518.3 16.4
1.0 51473.5 T 266.8 1316.2 52799.4 596.4 16.4
3 .0 6868.6 C 0.1 74.6 6943.2 8.7 8.9
1.0 6841.7 C 35.7 0.4 6877.1 8.7 8.9
4 .0 65194.2 T 281.7 34680.3 99874.6 7716.9 31.8
1.0 65221.1 T 409.3 1843.1 67113.5 826.3 31.8
5 .0 55880.8 T 241.4 29726.0 85606.8 6614.5 27.3
1.0 55903.8 T 350.8 1579.8 57525.9 708.2 27.3
156 1 .0 13.8 C 6.0 858.3 844.5 80.4 0.5
1.0 5.4 T 2.4 142.8 137.4 30.2 0.5
2 .0 77917.5 C 206.4 25901.2 97846.8 1389.9 9.5
1.0 77917.5 C 381.2 29495.0 107412.4 1389.9 9.5
3 .0 19.3 C 8.5 1201.6 1182.3 112.6 0.6
1.0 7.6 T 3.3 199.9 192.3 42.3 0.6
4 .0 109103.8 C 297.4 37463.3 137928.3 2058.4 12.6
1.0 109076.9 C 530.4 41492.8 150569.7 1903.6 12.6
5 .0 93517.5 C 254.9 32111.4 118224.2 1764.4 10.8
1.0 93494.5 C 454.6 35565.3 129059.8 1631.6 10.8
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MEMBER STRESSES
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ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
157 1 .0 14.1 C 2.0 854.3 840.2 80.2 0.3
1.0 5.1 T 3.7 138.8 133.7 30.4 0.3
2 .0 65821.4 T 168.8 24648.5 84759.2 1310.2 9.9
1.0 65821.4 T 351.0 27573.6 93395.0 1310.2 9.9
3 .0 19.7 C 2.8 1196.0 1176.2 112.3 0.4
1.0 7.1 T 5.2 194.3 187.1 42.6 0.4
4 .0 92130.2 T 233.5 33312.0 117729.7 1722.0 14.2
1.0 92157.0 T 496.5 38408.8 130565.8 1876.9 14.2
5 .0 78968.7 T 200.2 28553.1 100911.2 1476.0 12.2
1.0 78991.8 T 425.6 32921.8 111913.6 1608.8 12.2
158 1 .0 4841.0 C 0.1 53.0 4894.0 6.1 6.3
1.0 4821.8 C 25.5 0.6 4846.7 6.1 6.3
2 .0 34702.0 T 241.4 21322.6 56024.6 5409.2 7.4
1.0 34702.0 T 271.0 3885.6 38099.6 487.3 7.4
3 .0 6777.4 C 0.1 74.3 6851.6 8.6 8.9
1.0 6750.5 C 35.6 0.8 6785.4 8.6 8.9
4 .0 41805.4 T 338.0 29777.4 71582.8 7564.2 19.2
1.0 41832.3 T 415.0 5440.6 46625.3 673.6 19.2
5 .0 35833.2 T 289.7 25523.5 61356.7 6483.6 16.5
1.0 35856.3 T 355.7 4663.4 39964.6 577.4 16.5
159 1 .0 13.7 C 6.3 851.7 838.0 80.1 0.5
1.0 5.5 T 2.4 136.2 130.7 30.5 0.5
2 .0 65933.3 C 82.9 22080.3 82829.6 1164.6 6.4
1.0 65933.3 C 201.0 24338.1 90271.4 1164.6 6.4
3 .0 19.2 C 8.8 1192.3 1173.2 112.1 0.7
1.0 7.7 T 3.4 190.7 183.0 42.7 0.7
4 .0 92325.7 C 124.9 32104.8 116897.4 1742.6 8.3
1.0 92298.8 C 278.0 34264.0 126562.9 1587.7 8.3
5 .0 79136.3 C 107.0 27518.4 100197.8 1493.7 7.1
1.0 79113.3 C 238.3 29369.2 108482.5 1360.9 7.1
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
160 1 .0 14.2 C 1.9 847.6 833.4 79.9 0.3
1.0 5.0 T 3.4 132.1 127.2 30.7 0.3
2 .0 53842.5 T 63.5 20787.5 69735.0 1086.0 31.7
1.0 53842.5 T 523.7 22495.4 76338.0 1086.0 31.7
3 .0 19.9 C 2.7 1186.7 1166.8 111.8 0.4
1.0 6.9 T 4.7 185.0 178.0 43.0 0.4
4 .0 75359.6 T 91.6 27915.8 96708.2 1408.5 44.8
1.0 75386.5 T 737.8 31308.7 106695.2 1563.4 44.8
5 .0 64594.0 T 78.5 23927.8 82892.7 1207.3 38.4
1.0 64617.0 T 632.4 26836.0 91453.0 1340.0 38.4
161 1 .0 4775.7 C 0.4 54.0 4829.7 6.4 6.4
1.0 4756.5 C 26.1 1.1 4783.6 6.4 6.4
2 .0 21281.7 T 302.2 18270.5 39552.2 5277.0 9.1
1.0 21281.7 T 265.7 5807.3 26220.4 355.1 9.1
3 .0 6686.0 C 0.5 75.6 6761.6 9.0 9.0
1.0 6659.2 C 36.6 1.6 6697.1 9.0 9.0
4 .0 23108.3 T 423.7 25503.1 48611.4 7378.7 3.7
1.0 23135.2 T 408.6 8128.7 30084.8 488.1 3.7
5 .0 19807.1 T 363.1 21859.8 41666.9 6324.6 3.2
1.0 19830.2 T 350.3 6967.4 25786.9 418.4 3.2
162 1 .0 13.4 C 6.6 844.9 831.5 79.7 0.5
1.0 5.8 T 2.6 129.1 123.3 30.9 0.5
2 .0 53944.7 C 317.2 18162.7 68092.2 939.9 18.7
1.0 53944.7 C 29.0 19296.7 73241.4 939.9 18.7
3 .0 18.7 C 9.3 1182.8 1164.1 111.6 0.7
1.0 8.2 T 3.6 180.8 172.6 43.2 0.7
4 .0 75541.2 C 434.8 26610.6 96239.2 1427.4 25.5
1.0 75514.4 C 37.0 27196.2 102710.6 1272.6 25.5
5 .0 64749.6 C 372.7 22809.1 82490.7 1223.5 21.9
1.0 64726.6 C 31.8 23311.0 88037.6 1090.8 21.9
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
163 1 .0 14.0 C 2.0 841.7 827.7 79.6 0.3
1.0 5.2 T 3.3 126.0 120.8 31.0 0.3
2 .0 41896.2 T 387.2 16730.6 55023.2 856.3 76.8
1.0 41896.2 T 1034.0 17398.5 59294.8 856.3 76.8
3 .0 19.6 C 2.8 1178.4 1158.8 111.4 0.4
1.0 7.3 T 4.6 176.4 169.1 43.4 0.4
4 .0 58635.1 T 544.9 22244.4 76118.4 1087.4 108.0
1.0 58662.0 T 1452.2 24181.5 82843.5 1242.3 108.0
5 .0 50258.7 T 467.1 19066.6 65244.4 932.0 92.6
1.0 50281.7 T 1244.8 20727.0 71008.7 1064.8 92.6
164 1 .0 4710.1 C 0.8 48.8 4759.0 4.8 6.4
1.0 4690.9 C 26.3 7.7 4711.1 4.8 6.4
2 .0 11170.1 T 375.8 16051.7 27221.9 5265.4 34.6
1.0 11170.1 T 236.9 7927.6 17786.2 343.6 34.6
3 .0 6594.2 C 1.1 68.3 6662.5 6.7 8.9
1.0 6567.3 C 36.9 10.8 6595.5 6.7 8.9
4 .0 9044.0 T 527.2 22404.1 31448.1 7364.9 39.6
1.0 9070.9 T 368.6 11109.4 18378.9 474.2 39.6
5 .0 7752.0 T 451.9 19203.5 26955.5 6312.7 33.9
1.0 7775.0 T 315.9 9522.3 15753.3 406.5 33.9
165 1 .0 13.6 C 6.5 839.2 825.7 79.5 0.5
1.0 5.6 T 2.7 124.9 119.3 31.1 0.5
2 .0 42134.0 C 1098.7 14077.6 53952.4 716.5 54.5
1.0 42134.0 C 91.1 14479.0 56613.0 716.5 54.5
3 .0 19.0 C 9.2 1174.9 1155.9 111.3 0.7
1.0 7.9 T 3.7 174.9 167.0 43.6 0.7
4 .0 59006.6 C 1529.0 20883.6 76437.8 1114.4 75.6
1.0 58979.7 C 131.3 20445.4 79425.2 959.5 75.6
5 .0 50577.1 C 1310.6 17900.2 65518.1 955.2 64.8
1.0 50554.1 C 112.5 17524.7 68078.7 822.4 64.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
166 1 .0 16.1 C 2.2 832.5 816.4 79.2 0.3
1.0 3.1 T 3.2 118.2 115.1 31.5 0.3
2 .0 29971.6 T 786.1 13076.9 40715.3 658.9 142.0
1.0 29971.6 T 1839.6 13185.5 43157.0 658.9 142.0
3 .0 22.5 C 3.0 1165.5 1143.0 110.8 0.4
1.0 4.4 T 4.5 165.5 161.1 44.0 0.4
4 .0 41937.7 T 1103.5 17142.2 56094.4 811.7 199.2
1.0 41964.6 T 2580.0 18294.2 60258.7 966.5 199.2
5 .0 35946.6 T 945.9 14693.3 48080.9 695.7 170.7
1.0 35969.6 T 2211.4 15680.7 51650.3 828.4 170.7
167 1 .0 4645.9 C 12.6 74.8 4720.7 13.0 2.9
1.0 4626.7 C 0.8 36.5 4656.9 13.0 2.9
2 .0 4357.2 T 488.9 12023.0 16380.2 4433.5 72.0
1.0 4357.2 T 200.3 4842.6 8454.2 488.4 72.0
3 .0 6504.2 C 17.6 104.7 6609.0 18.2 4.1
1.0 6477.4 C 1.2 51.1 6519.6 18.2 4.1
4 .0 404.2 C 666.9 16727.5 16323.3 6188.6 96.7
1.0 377.3 C 279.2 6728.6 7105.9 702.0 96.7
5 .0 346.4 C 571.6 14337.9 13991.4 5304.5 82.9
1.0 323.4 C 239.3 5767.4 6090.8 601.7 82.9
168 1 .0 11.9 C 6.2 826.1 814.2 78.7 0.5
1.0 7.3 T 2.6 105.2 97.9 31.9 0.5
2 .0 29761.5 C 2135.8 10077.0 39570.6 480.4 97.8
1.0 29761.5 C 326.6 9068.4 38830.0 480.4 97.8
3 .0 16.7 C 8.6 1156.5 1139.8 110.1 0.7
1.0 10.2 T 3.7 147.3 137.1 44.7 0.7
4 .0 41682.9 C 2981.5 15264.3 56287.6 782.6 136.3
1.0 41656.0 C 460.9 12843.1 54499.1 627.8 136.3
5 .0 35728.2 C 2555.6 13083.7 48246.5 670.8 116.8
1.0 35705.1 C 395.1 11008.4 46713.5 538.1 116.8
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
169 1 .0 5.4 C 2.1 837.1 831.7 79.1 0.2
1.0 13.8 T 2.4 112.8 102.0 31.5 0.2
2 .0 18643.7 T 1409.1 6702.7 25156.6 307.4 266.6
1.0 18643.7 T 3521.9 5547.5 24191.2 307.4 266.6
3 .0 7.6 C 3.0 1171.9 1164.3 110.8 0.3
1.0 19.3 T 3.3 157.9 142.8 44.1 0.3
4 .0 26093.5 T 1975.7 8211.8 34322.3 319.5 373.6
1.0 26120.4 T 4934.0 7608.7 33729.1 474.4 373.6
5 .0 22365.9 T 1693.5 7038.7 29419.1 273.9 320.2
1.0 22388.9 T 4229.1 6521.7 28910.6 406.6 320.2
170 1 .0 4584.9 C 166.8 54.5 4795.6 1.1 54.0
1.0 4565.7 C 383.3 45.4 4985.6 1.1 54.0
2 .0 348.9 T 469.9 22754.2 23103.1 6292.4 127.9
1.0 348.9 T 42.4 10005.7 9656.9 1370.5 127.9
3 .0 6418.9 C 233.6 76.3 6713.9 1.5 75.6
1.0 6392.0 C 536.6 63.6 6979.8 1.5 75.6
4 .0 5930.4 C 891.5 31932.2 32517.0 8810.8 103.4
1.0 5903.6 C 477.2 13944.5 19848.0 1920.2 103.4
5 .0 5083.2 C 764.1 27370.5 27871.8 7552.1 88.6
1.0 5060.2 C 409.0 11952.4 17012.6 1645.9 88.6
171 1 .0 15.9 C 13.6 857.9 842.0 81.0 1.6
1.0 3.3 T 16.9 166.7 163.3 29.6 1.6
2 .0 20838.4 C 4356.5 6156.2 29882.6 382.5 238.7
1.0 20838.4 C 58.2 9088.4 29926.8 382.5 238.7
3 .0 22.2 C 19.1 1201.0 1178.8 113.4 2.3
1.0 4.7 T 23.6 233.3 228.7 41.4 2.3
4 .0 29196.0 C 6080.0 9819.7 42753.4 648.9 331.9
1.0 29169.1 C 57.9 12957.1 42126.2 494.0 331.9
5 .0 25025.1 C 5211.4 8416.9 36645.7 556.2 284.5
1.0 25002.1 C 49.6 11106.1 36108.2 423.5 284.5
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MEMBER STRESSES
---------------
ALL UNITS ARE KN /SQ METE
MEMB LD SECT AXIAL BEND-Y BEND-Z COMBINED SHEAR-Y SHEAR-Z
172 1 .0 29.0 C 12.9 784.2 755.2 77.8 3.2
1.0 9.8 C 46.8 114.0 123.9 32.8 3.2
2 .0 6577.3 T 1573.7 14533.0 19217.4 767.4 306.0
1.0 6577.3 T 4084.9 16053.5 22630.8 767.4 306.0
3 .0 40.7 C 18.1 1097.9 1057.2 109.0 4.5
1.0 13.8 C 65.6 159.6 173.4 45.9 4.5
4 .0 9167.5 T 2221.3 19248.3 26045.8 965.4 432.9
1.0 9194.4 T 5784.4 22315.3 31509.7 1120.3 432.9
5 .0 7857.9 T 1903.9 16498.5 22324.9 827.5 371.0
1.0 7880.9 T 4958.0 19127.4 27008.3 960.2 371.0
************** END OF LATEST ANALYSIS RESULT **************
90. PARAMETER 1
91. CODE BS5950
92. DFF 240 ALL
93. MAIN 1 ALL
94. PY 275000 ALL
95. TRACK 4 ALL
96. CHECK CODE ALL
STAAD.Pro CODE CHECKING - (BSI )
***********************
PROGRAM CODE REVISION V2.13_5950-1_2000
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CLAUSE BS-2.5.1 CHECKS
LENGTH UNITS - METE
MEMBER TABLE RESULT ACTUAL DEFL. DEFL.LEN/ LOAD/
DEFL. LIMIT DFF LOCATION
=======================================================================
1 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
2 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
3 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
4 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
5 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
6 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.19
7 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.25
8 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
9 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
10 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
11 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.17
12 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.12
13 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.08
14 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.29
15 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.25
16 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
17 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.29
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18 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
19 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
20 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
21 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
22 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
23 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
24 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
25 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.15
26 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
27 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
28 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.15
29 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.15
30 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.17
31 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
32 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
33 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
34 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
35 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
36 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.21
37 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.08
38 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.08
39 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.17
40 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
41 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
42 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.47
43 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.19
44 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
45 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.23
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46 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
47 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.23
48 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
49 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
50 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.23
51 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
52 ST UA50X50X5 PASS 0.000 0.002 0.500 4
240.000 0.12
53 ST UA50X50X5 PASS 0.000 0.002 0.500 4
240.000 0.33
54 ST UA50X50X5 PASS 0.000 0.002 0.500 4
240.000 0.33
55 ST UA50X50X5 PASS 0.000 0.002 0.500 4
240.000 0.38
56 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.25
57 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.19
58 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
59 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
60 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.25
61 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
62 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.13
63 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
64 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.25
65 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
66 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
67 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
68 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
69 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
70 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.13
71 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
72 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
73 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
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74 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
75 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
76 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
77 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
78 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
79 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
80 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.21
81 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
82 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.08
83 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
84 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.17
85 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
86 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.19
87 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
88 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.17
89 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
90 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.15
91 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
92 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.29
93 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
94 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
95 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.28
96 ST UA100X100X8 PASS 0.000 0.002 0.500 4
240.000 0.33
97 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
98 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.13
99 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.23
100 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
101 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
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102 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
103 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
104 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.33
105 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
106 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
107 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
108 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
109 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
110 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.13
111 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.13
112 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
113 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
114 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
115 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
116 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
117 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
118 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.13
119 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.12
120 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
121 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
122 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.17
123 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.19
124 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
125 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
126 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
127 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
128 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
129 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
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130 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
131 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
132 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
133 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
134 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
135 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.19
136 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
137 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
138 ST UA50X50X5 PASS 0.000 0.003 0.750 4
240.000 0.25
139 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.33
140 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
141 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
142 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
143 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
144 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
145 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
146 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
147 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
148 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
149 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
150 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
151 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
152 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.10
153 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
154 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
155 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.08
156 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
157 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
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158 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.08
159 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
160 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
161 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.06
162 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
163 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
164 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.19
165 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
166 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
167 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.19
168 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
169 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.14
170 ST UA100X100X8 PASS 0.000 0.001 0.250 4
240.000 0.06
171 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.37
172 ST UA50X50X5 PASS 0.000 0.002 0.559 4
240.000 0.42
************** END OF TABULATED RESULT OF DESIGN **************
97. PARAMETER 2
98. CODE BS5950
99. STEEL MEMBER TAKE OFF ALL
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STEEL TAKE-OFF
--------------
PROFILE LENGTH(METE) WEIGHT(KN )
ST UA100X100X8 24.00 2.858
ST UA50X50X5 55.30 2.039
----------------
TOTAL = 4.897
MEMBER PROFILE LENGTH WEIGHT
(METE) (KN )
1 ST UA100X100X8 0.50 0.060
2 ST UA100X100X8 0.25 0.030
3 ST UA100X100X8 0.25 0.030
4 ST UA100X100X8 0.25 0.030
5 ST UA100X100X8 0.25 0.030
6 ST UA50X50X5 0.56 0.021
7 ST UA100X100X8 0.50 0.060
8 ST UA100X100X8 0.50 0.060
9 ST UA100X100X8 0.50 0.060
10 ST UA100X100X8 0.50 0.060
11 ST UA100X100X8 0.50 0.060
12 ST UA100X100X8 0.50 0.060
13 ST UA100X100X8 0.50 0.060
14 ST UA100X100X8 0.50 0.060
15 ST UA100X100X8 0.50 0.060
16 ST UA100X100X8 0.50 0.060
17 ST UA100X100X8 0.50 0.060
18 ST UA50X50X5 0.56 0.021
19 ST UA100X100X8 0.25 0.030
20 ST UA50X50X5 0.56 0.021
21 ST UA50X50X5 0.56 0.021
22 ST UA100X100X8 0.25 0.030
23 ST UA50X50X5 0.56 0.021
24 ST UA50X50X5 0.56 0.021
25 ST UA100X100X8 0.25 0.030
26 ST UA50X50X5 0.56 0.021
27 ST UA50X50X5 0.56 0.021
28 ST UA100X100X8 0.25 0.030
29 ST UA100X100X8 0.25 0.030
30 ST UA100X100X8 0.25 0.030
31 ST UA50X50X5 0.56 0.021
32 ST UA50X50X5 0.56 0.021
33 ST UA50X50X5 0.56 0.021
34 ST UA50X50X5 0.56 0.021
35 ST UA50X50X5 0.56 0.021
36 ST UA100X100X8 0.25 0.030
37 ST UA100X100X8 0.25 0.030
38 ST UA100X100X8 0.25 0.030
39 ST UA100X100X8 0.25 0.030
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STAAD SPACE -- PAGE NO. 121
40 ST UA50X50X5 0.56 0.021
41 ST UA50X50X5 0.56 0.021
42 ST UA50X50X5 0.56 0.021
43 ST UA50X50X5 0.56 0.021
44 ST UA50X50X5 0.56 0.021
45 ST UA50X50X5 0.56 0.021
46 ST UA50X50X5 0.56 0.021
47 ST UA50X50X5 0.56 0.021
48 ST UA50X50X5 0.56 0.021
49 ST UA100X100X8 0.25 0.030
50 ST UA50X50X5 0.56 0.021
51 ST UA50X50X5 0.56 0.021
52 ST UA50X50X5 0.50 0.018
53 ST UA50X50X5 0.50 0.018
54 ST UA50X50X5 0.50 0.018
55 ST UA50X50X5 0.50 0.018
56 ST UA100X100X8 0.50 0.060
57 ST UA50X50X5 0.56 0.021
58 ST UA100X100X8 0.25 0.030
59 ST UA50X50X5 0.56 0.021
60 ST UA100X100X8 0.50 0.060
61 ST UA50X50X5 0.56 0.021
62 ST UA100X100X8 0.25 0.030
63 ST UA50X50X5 0.56 0.021
64 ST UA100X100X8 0.50 0.060
65 ST UA50X50X5 0.56 0.021
66 ST UA100X100X8 0.25 0.030
67 ST UA50X50X5 0.56 0.021
68 ST UA100X100X8 0.50 0.060
69 ST UA50X50X5 0.56 0.021
70 ST UA100X100X8 0.25 0.030
71 ST UA50X50X5 0.56 0.021
72 ST UA100X100X8 0.50 0.060
73 ST UA50X50X5 0.56 0.021
74 ST UA100X100X8 0.25 0.030
75 ST UA50X50X5 0.56 0.021
76 ST UA100X100X8 0.50 0.060
77 ST UA50X50X5 0.56 0.021
78 ST UA100X100X8 0.25 0.030
79 ST UA50X50X5 0.56 0.021
80 ST UA100X100X8 0.50 0.060
81 ST UA50X50X5 0.56 0.021
82 ST UA100X100X8 0.25 0.030
83 ST UA50X50X5 0.56 0.021
84 ST UA100X100X8 0.50 0.060
85 ST UA50X50X5 0.56 0.021
86 ST UA100X100X8 0.25 0.030
87 ST UA50X50X5 0.56 0.021
88 ST UA100X100X8 0.50 0.060
89 ST UA50X50X5 0.56 0.021
90 ST UA100X100X8 0.25 0.030
91 ST UA50X50X5 0.56 0.021
92 ST UA100X100X8 0.50 0.060
93 ST UA50X50X5 0.56 0.021
94 ST UA100X100X8 0.25 0.030
95 ST UA50X50X5 0.56 0.021
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STAAD SPACE -- PAGE NO. 122
96 ST UA100X100X8 0.50 0.060
97 ST UA50X50X5 0.56 0.021
98 ST UA100X100X8 0.25 0.030
99 ST UA50X50X5 0.56 0.021
100 ST UA100X100X8 0.25 0.030
101 ST UA50X50X5 0.56 0.021
102 ST UA50X50X5 0.56 0.021
103 ST UA100X100X8 0.25 0.030
104 ST UA50X50X5 0.56 0.021
105 ST UA50X50X5 0.56 0.021
106 ST UA100X100X8 0.25 0.030
107 ST UA50X50X5 0.56 0.021
108 ST UA50X50X5 0.56 0.021
109 ST UA100X100X8 0.25 0.030
110 ST UA100X100X8 0.25 0.030
111 ST UA100X100X8 0.25 0.030
112 ST UA50X50X5 0.56 0.021
113 ST UA50X50X5 0.56 0.021
114 ST UA50X50X5 0.56 0.021
115 ST UA50X50X5 0.56 0.021
116 ST UA50X50X5 0.56 0.021
117 ST UA50X50X5 0.56 0.021
118 ST UA100X100X8 0.25 0.030
119 ST UA100X100X8 0.25 0.030
120 ST UA100X100X8 0.25 0.030
121 ST UA100X100X8 0.25 0.030
122 ST UA100X100X8 0.25 0.030
123 ST UA100X100X8 0.25 0.030
124 ST UA100X100X8 0.25 0.030
125 ST UA50X50X5 0.56 0.021
126 ST UA50X50X5 0.56 0.021
127 ST UA50X50X5 0.56 0.021
128 ST UA50X50X5 0.56 0.021
129 ST UA50X50X5 0.56 0.021
130 ST UA50X50X5 0.56 0.021
131 ST UA50X50X5 0.56 0.021
132 ST UA50X50X5 0.56 0.021
133 ST UA50X50X5 0.56 0.021
134 ST UA50X50X5 0.56 0.021
135 ST UA50X50X5 0.56 0.021
136 ST UA50X50X5 0.56 0.021
137 ST UA50X50X5 0.56 0.021
138 ST UA50X50X5 0.75 0.028
139 ST UA50X50X5 0.56 0.021
140 ST UA100X100X8 0.25 0.030
141 ST UA50X50X5 0.56 0.021
142 ST UA50X50X5 0.56 0.021
143 ST UA100X100X8 0.25 0.030
144 ST UA50X50X5 0.56 0.021
145 ST UA50X50X5 0.56 0.021
146 ST UA100X100X8 0.25 0.030
147 ST UA50X50X5 0.56 0.021
148 ST UA50X50X5 0.56 0.021
149 ST UA100X100X8 0.25 0.030
150 ST UA50X50X5 0.56 0.021
151 ST UA50X50X5 0.56 0.021
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152 ST UA100X100X8 0.25 0.030
153 ST UA50X50X5 0.56 0.021
154 ST UA50X50X5 0.56 0.021
155 ST UA100X100X8 0.25 0.030
156 ST UA50X50X5 0.56 0.021
157 ST UA50X50X5 0.56 0.021
158 ST UA100X100X8 0.25 0.030
159 ST UA50X50X5 0.56 0.021
160 ST UA50X50X5 0.56 0.021
161 ST UA100X100X8 0.25 0.030
162 ST UA50X50X5 0.56 0.021
163 ST UA50X50X5 0.56 0.021
164 ST UA100X100X8 0.25 0.030
165 ST UA50X50X5 0.56 0.021
166 ST UA50X50X5 0.56 0.021
167 ST UA100X100X8 0.25 0.030
168 ST UA50X50X5 0.56 0.021
169 ST UA50X50X5 0.56 0.021
170 ST UA100X100X8 0.25 0.030
171 ST UA50X50X5 0.56 0.021
172 ST UA50X50X5 0.56 0.021
----------------
TOTAL = 4.897
************ END OF DATA FROM INTERNAL STORAGE ************
100. PARAMETER 3
101. CODE BS5950
102. STEEL TAKE OFF ALL
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STAAD SPACE -- PAGE NO. 124
STEEL TAKE-OFF
--------------
PROFILE LENGTH(METE) WEIGHT(KN )
ST UA100X100X8 24.00 2.858
ST UA50X50X5 55.30 2.039
----------------
TOTAL = 4.897
************ END OF DATA FROM INTERNAL STORAGE ************
103. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= OCT 6,2015 TIME= 12:33:17 ****
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STAAD SPACE -- PAGE NO. 125
************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://selectservices.bentley.com/en-US/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
* *
* Copyright (c) 1997-2015 Bentley Systems, Inc.
* http://www.bentley.com *
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