HELLO EVERYONE, I AM COMPLETELY CONFUSED AS TO WHY MY MEMEBRS FAIL NO MATTER WHAT I DO
1. STAAD SPACE
INPUT FILE: C:\Users\Herson\Desktop\STRUCTURAL DESIGNS\STEEL STRUCTURES\GLOBAL STEEL WAREHOUSE\GLOBAL .. .STD
2. START JOB INFORMATION
3. JOB NAME GLOBAL STEEL
4. JOB CLIENT LG CONSTRUCTION
5. JOB NO 01
6. JOB REV 01
7. JOB PART 01
8. JOB REF 01
9. ENGINEER DATE 12-APR-25
10. END JOB INFORMATION
11. INPUT WIDTH 79
12. SET NL 500
13. UNIT METER KN
14. JOINT COORDINATES
15. 1 0 0 0; 2 19.812 0 0; 3 6.60401 0 0; 4 13.208 0 0; 5 0 9.14402 0
16. 6 9.90602 10.516 0; 7 19.812 9.14402 0; 8 0 0 7.62002; 9 0 9.14402 7.62002
17. 10 19.812 0 7.62002; 11 19.812 9.14402 7.62002; 12 9.90602 10.516 7.62002
18. 15 6.60401 10.0587 0; 16 13.208 10.0587 0; 17 6.60401 10.0587 7.62002
19. 18 13.208 10.0587 7.62002; 19 0 0 15.24; 20 0 9.14402 15.24; 21 19.812 0 15.24
20. 22 19.812 9.14402 15.24; 25 9.90602 10.516 15.24; 26 0 0 22.8601
21. 27 0 9.14402 22.8601; 28 19.812 0 22.8601; 29 19.812 9.14402 22.8601
22. 32 9.90602 10.516 22.8601; 33 0 0 30.4801; 34 0 9.14402 30.4801
23. 35 19.812 0 30.4801; 36 19.812 9.14402 30.4801; 39 9.90602 10.516 30.4801
24. 40 0 0 38.1001; 41 0 9.14402 38.1001; 42 19.812 0 38.1001
25. 43 19.812 9.14402 38.1001; 46 9.90602 10.516 38.1001; 47 0 0 45.7201
26. 48 0 9.14402 45.7201; 49 19.812 0 45.7201; 50 19.812 9.14402 45.7201
27. 53 9.90602 10.516 45.7201; 54 0 0 60.9601; 55 19.812 0 60.9601
28. 56 6.60401 0 60.9601; 57 13.208 0 60.9601; 58 0 9.14402 60.9601
29. 59 9.90602 10.516 60.9601; 60 19.812 9.14402 60.9601; 61 0 0 53.3401
30. 62 0 9.14402 53.3401; 63 19.812 0 53.3401; 64 19.812 9.14402 53.3401
31. 65 9.90602 10.516 53.3401; 66 6.60401 10.0587 60.9601
32. 67 13.208 10.0587 60.9601; 68 6.60401 10.0587 53.3401
33. 69 13.208 10.0587 53.3401
34. MEMBER INCIDENCES
35. 1 1 5; 2 2 7; 3 5 15; 4 7 16; 5 8 9; 6 10 11; 7 9 17; 8 11 18; 9 3 15; 10 4 16
36. 11 15 6; 12 16 6; 13 17 12; 14 18 12; 15 9 1; 16 5 9; 17 7 11; 18 15 17
37. 19 6 12; 20 16 18; 21 7 18; 22 5 17; 24 16 12; 25 11 2; 26 19 20; 27 21 22
38. 28 25 20; 29 25 22; 32 26 27; 33 28 29; 34 32 27; 35 32 29; 38 33 34; 39 35 36
STAAD SPACE -- PAGE NO. 2
39. 40 39 34; 41 39 36; 44 40 41; 45 42 43; 46 46 41; 47 46 43; 50 47 48; 51 49 50
40. 52 53 48; 53 53 50; 79 15 12; 81 54 58; 82 55 60; 83 58 66; 84 60 67; 85 61 62
41. 86 63 64; 87 62 68; 88 64 69; 89 56 66; 90 57 67; 91 66 59; 92 67 59; 93 68 65
42. 94 69 65; 95 62 54; 96 58 62; 97 60 64; 98 66 68; 99 59 65; 100 67 69
43. 101 60 69; 102 58 68; 104 67 65; 105 64 55; 129 66 65
44. START GROUP DEFINITION
45. MEMBER
46. _MAIN-RAFTERS 7 8 13 14 87 88 93 94
47. _MAIN-COLUMNS 5 6 26 27 32 33 38 39 44 45 50 51 85 86
48. _GABLE-COLUMNS 1 2 9 10 81 82 89 90
49. _GABLE-RAFTERS 3 4 11 12 83 84 91 92
50. _BRACES 15 TO 22 24 25 79 95 TO 102 104 105 129
51. END GROUP DEFINITION
52. DEFINE MATERIAL START
53. ISOTROPIC STEEL
54. E 1.99947E+08
55. POISSON 0.3
56. DENSITY 76.8191
57. ALPHA 6.5E-06
58. DAMP 0.03
59. G 7.7221E+07
60. TYPE STEEL
61. STRENGTH RY 1.5 RT 1.2
62. END DEFINE MATERIAL
63. MEMBER PROPERTY 'US (AISC 2023).DB3'
64. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 TABLE 'W' ST 'W18X35'
65. 3 4 11 12 83 84 91 92 TABLE 'W' ST 'W14X22'
66. 1 2 9 10 81 82 89 90 TABLE 'W' ST 'W12X35'
67. 15 TO 22 24 25 79 95 TO 102 104 105 129 TABLE 'HSS RECTANGLE' ST 'HSS5X5X.125'
68. 5 6 26 27 32 33 38 39 44 45 50 51 85 86 TABLE 'W' ST 'W24X68'
69. CONSTANTS
70. BETA 90 MEMB 9 10 89 90
71. MATERIAL STEEL ALL
72. SUPPORTS
73. 1 TO 4 8 10 19 21 26 28 33 35 40 42 47 49 54 TO 57 61 63 PINNED
74. MEMBER RELEASE
75. 15 TO 22 24 25 79 95 TO 102 104 105 129 START MY MZ
76. 15 TO 22 24 25 79 95 TO 102 104 105 129 END MY MZ
77. DEFINE DIRECT ANALYSIS
78. FLEX 1 MEMB 1 TO 22 24 TO 27 32 33 38 39 44 45 50 51 79 81 TO 102 104 105 129
79. AXIAL MEMB 1 TO 22 24 TO 27 32 33 38 39 44 45 50 51 79 81 TO 102 104 105 129
80. END
81. LOAD 1 LOADTYPE DEAD TITLE DEAD(DL+SDL)
**WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF
CONTROL/DEPENDENT OR IF UNCONNECTED JOINTS.
82. SELFWEIGHT Y -1.1
83. MEMBER LOAD
84. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI GY -1.6
85. 5 6 26 27 32 33 38 39 44 45 50 51 85 86 UNI GY -0.86
86. 3 4 11 12 83 84 91 92 UNI GY -0.8
87. 9 10 89 90 UNI GY -0.75
88. 1 2 81 82 UNI GY -0.43
89. 1 2 81 82 UNI GY -0.375
90. LOAD 2 LOADTYPE ROOF LIVE TITLE ROOF LIVE
91. MEMBER LOAD
92. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI GY -4.42
STAAD SPACE -- PAGE NO. 3
93. 3 4 11 12 83 84 91 92 UNI GY -2.21
94. LOAD 3 LOADTYPE WIND TITLE WIND(X+)
95. MEMBER LOAD
96. 5 26 32 38 44 50 85 UNI GX 5.0292
97. 1 81 UNI GX 2.51
98. 6 27 33 39 45 51 86 UNI GX 5.9
99. 2 82 UNI GX 2.97
100. 9 10 UNI GZ -6.67
101. 1 2 UNI GZ -3.33
102. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y 9.37
103. 3 4 11 12 83 84 91 92 UNI Y 4.69
104. 89 90 UNI GZ 6.67
105. 81 82 UNI GZ 3.33
106. LOAD 4 LOADTYPE WIND TITLE WIND(Z+)
107. MEMBER LOAD
108. 89 90 UNI GZ 0.33
109. 81 82 UNI GZ 0.17
110. 9 10 UNI GZ 7.5
111. 1 2 UNI GZ 3.76
112. 2 82 UNI GX 2.1
113. 1 81 UNI GX -2.1
114. 6 27 33 39 45 51 86 UNI GX 4.2
115. 5 26 32 38 44 50 85 UNI GX -4.2
116. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y 9.37
117. 3 4 11 12 83 84 91 92 UNI Y 4.69
118. LOAD 5 LOADTYPE WIND TITLE WIND(X-)
119. MEMBER LOAD
120. 5 26 32 38 44 50 85 UNI GX -5.0292
121. 1 81 UNI GX -2.51
122. 6 27 33 39 45 51 86 UNI GX -5.9
123. 2 82 UNI GX -2.97
124. 9 10 UNI GZ 6.67
125. 1 2 UNI GZ 3.33
126. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y -9.37
127. 3 4 11 12 83 84 91 92 UNI Y -4.69
128. 89 90 UNI GZ -6.67
129. 81 82 UNI GZ -3.33
130. LOAD 6 LOADTYPE WIND TITLE WIND(Z-)
131. MEMBER LOAD
132. 89 90 UNI GZ -0.33
133. 81 82 UNI GZ -0.17
134. 9 10 UNI GZ -7.5
135. 1 2 UNI GZ -3.76
136. 2 82 UNI GX -2.1
137. 1 81 UNI GX 2.1
138. 6 27 33 39 45 51 86 UNI GX -4.2
139. 5 26 32 38 44 50 85 UNI GX 4.2
140. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y -9.37
141. 3 4 11 12 83 84 91 92 UNI Y -4.69
142. LOAD COMB 7 COMB - 1.4 DEAD
143. 1 1.4
144. LOAD COMB 8 COMB - 1.2 DEAD + 0.5 ROOF LIVE
145. 1 1.2 2 0.5
146. LOAD COMB 9 COMB - 1.2 DEAD
147. 1 1.2
148. LOAD COMB 10 COMB - 1.2 DEAD + 1.6 ROOF LIVE
STAAD SPACE -- PAGE NO. 4
149. 1 1.2 2 1.6
150. LOAD COMB 11 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (1)
151. 1 1.2 2 1.6 3 0.8
152. LOAD COMB 12 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (2)
153. 1 1.2 2 1.6 4 0.8
154. LOAD COMB 13 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (3)
155. 1 1.2 2 1.6 5 0.8
156. LOAD COMB 14 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (4)
157. 1 1.2 2 1.6 6 0.8
158. LOAD COMB 15 COMB - 1.2 DEAD + 0.8 WIND (1)
159. 1 1.2 3 0.8
160. LOAD COMB 16 COMB - 1.2 DEAD + 0.8 WIND (2)
161. 1 1.2 4 0.8
162. LOAD COMB 17 COMB - 1.2 DEAD + 0.8 WIND (3)
163. 1 1.2 5 0.8
164. LOAD COMB 18 COMB - 1.2 DEAD + 0.8 WIND (4)
165. 1 1.2 6 0.8
166. LOAD COMB 19 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (1)
167. 1 1.2 2 0.5 3 1.6
168. LOAD COMB 20 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (2)
169. 1 1.2 2 0.5 4 1.6
170. LOAD COMB 21 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (3)
171. 1 1.2 2 0.5 5 1.6
172. LOAD COMB 22 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (4)
173. 1 1.2 2 0.5 6 1.6
174. LOAD COMB 23 COMB - 1.2 DEAD + 1.6 WIND (1)
175. 1 1.2 3 1.6
176. LOAD COMB 24 COMB - 1.2 DEAD + 1.6 WIND (2)
177. 1 1.2 4 1.6
178. LOAD COMB 25 COMB - 1.2 DEAD + 1.6 WIND (3)
179. 1 1.2 5 1.6
180. LOAD COMB 26 COMB - 1.2 DEAD + 1.6 WIND (4)
181. 1 1.2 6 1.6
182. LOAD COMB 27 COMB - 0.9 DEAD + 1.6 WIND (1)
183. 1 0.9 3 1.6
184. LOAD COMB 28 COMB - 0.9 DEAD + 1.6 WIND (2)
185. 1 0.9 4 1.6
186. LOAD COMB 29 COMB - 0.9 DEAD + 1.6 WIND (3)
187. 1 0.9 5 1.6
188. LOAD COMB 30 COMB - 0.9 DEAD + 1.6 WIND (4)
189. 1 0.9 6 1.6
190. PERFORM DIRECT ANALYSIS LRFD ITERATION 20 TAUTOL 0.005 DISPTOL 0.005 PDITER -
191. 15 REDUCEDEI 1 TBITER
1. STAAD SPACE
INPUT FILE: C:\Users\Herson\Desktop\STRUCTURAL DESIGNS\STEEL STRUCTURES\GLOBAL STEEL WAREHOUSE\GLOBAL .. .STD
2. START JOB INFORMATION
3. JOB NAME GLOBAL STEEL
4. JOB CLIENT LG CONSTRUCTION
5. JOB NO 01
6. JOB REV 01
7. JOB PART 01
8. JOB REF 01
9. ENGINEER DATE 12-APR-25
10. END JOB INFORMATION
11. INPUT WIDTH 79
12. SET NL 500
13. UNIT METER KN
14. JOINT COORDINATES
15. 1 0 0 0; 2 19.812 0 0; 3 6.60401 0 0; 4 13.208 0 0; 5 0 9.14402 0
16. 6 9.90602 10.516 0; 7 19.812 9.14402 0; 8 0 0 7.62002; 9 0 9.14402 7.62002
17. 10 19.812 0 7.62002; 11 19.812 9.14402 7.62002; 12 9.90602 10.516 7.62002
18. 15 6.60401 10.0587 0; 16 13.208 10.0587 0; 17 6.60401 10.0587 7.62002
19. 18 13.208 10.0587 7.62002; 19 0 0 15.24; 20 0 9.14402 15.24; 21 19.812 0 15.24
20. 22 19.812 9.14402 15.24; 25 9.90602 10.516 15.24; 26 0 0 22.8601
21. 27 0 9.14402 22.8601; 28 19.812 0 22.8601; 29 19.812 9.14402 22.8601
22. 32 9.90602 10.516 22.8601; 33 0 0 30.4801; 34 0 9.14402 30.4801
23. 35 19.812 0 30.4801; 36 19.812 9.14402 30.4801; 39 9.90602 10.516 30.4801
24. 40 0 0 38.1001; 41 0 9.14402 38.1001; 42 19.812 0 38.1001
25. 43 19.812 9.14402 38.1001; 46 9.90602 10.516 38.1001; 47 0 0 45.7201
26. 48 0 9.14402 45.7201; 49 19.812 0 45.7201; 50 19.812 9.14402 45.7201
27. 53 9.90602 10.516 45.7201; 54 0 0 60.9601; 55 19.812 0 60.9601
28. 56 6.60401 0 60.9601; 57 13.208 0 60.9601; 58 0 9.14402 60.9601
29. 59 9.90602 10.516 60.9601; 60 19.812 9.14402 60.9601; 61 0 0 53.3401
30. 62 0 9.14402 53.3401; 63 19.812 0 53.3401; 64 19.812 9.14402 53.3401
31. 65 9.90602 10.516 53.3401; 66 6.60401 10.0587 60.9601
32. 67 13.208 10.0587 60.9601; 68 6.60401 10.0587 53.3401
33. 69 13.208 10.0587 53.3401
34. MEMBER INCIDENCES
35. 1 1 5; 2 2 7; 3 5 15; 4 7 16; 5 8 9; 6 10 11; 7 9 17; 8 11 18; 9 3 15; 10 4 16
36. 11 15 6; 12 16 6; 13 17 12; 14 18 12; 15 9 1; 16 5 9; 17 7 11; 18 15 17
37. 19 6 12; 20 16 18; 21 7 18; 22 5 17; 24 16 12; 25 11 2; 26 19 20; 27 21 22
38. 28 25 20; 29 25 22; 32 26 27; 33 28 29; 34 32 27; 35 32 29; 38 33 34; 39 35 36
STAAD SPACE -- PAGE NO. 2
39. 40 39 34; 41 39 36; 44 40 41; 45 42 43; 46 46 41; 47 46 43; 50 47 48; 51 49 50
40. 52 53 48; 53 53 50; 79 15 12; 81 54 58; 82 55 60; 83 58 66; 84 60 67; 85 61 62
41. 86 63 64; 87 62 68; 88 64 69; 89 56 66; 90 57 67; 91 66 59; 92 67 59; 93 68 65
42. 94 69 65; 95 62 54; 96 58 62; 97 60 64; 98 66 68; 99 59 65; 100 67 69
43. 101 60 69; 102 58 68; 104 67 65; 105 64 55; 129 66 65
44. START GROUP DEFINITION
45. MEMBER
46. _MAIN-RAFTERS 7 8 13 14 87 88 93 94
47. _MAIN-COLUMNS 5 6 26 27 32 33 38 39 44 45 50 51 85 86
48. _GABLE-COLUMNS 1 2 9 10 81 82 89 90
49. _GABLE-RAFTERS 3 4 11 12 83 84 91 92
50. _BRACES 15 TO 22 24 25 79 95 TO 102 104 105 129
51. END GROUP DEFINITION
52. DEFINE MATERIAL START
53. ISOTROPIC STEEL
54. E 1.99947E+08
55. POISSON 0.3
56. DENSITY 76.8191
57. ALPHA 6.5E-06
58. DAMP 0.03
59. G 7.7221E+07
60. TYPE STEEL
61. STRENGTH RY 1.5 RT 1.2
62. END DEFINE MATERIAL
63. MEMBER PROPERTY 'US (AISC 2023).DB3'
64. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 TABLE 'W' ST 'W18X35'
65. 3 4 11 12 83 84 91 92 TABLE 'W' ST 'W14X22'
66. 1 2 9 10 81 82 89 90 TABLE 'W' ST 'W12X35'
67. 15 TO 22 24 25 79 95 TO 102 104 105 129 TABLE 'HSS RECTANGLE' ST 'HSS5X5X.125'
68. 5 6 26 27 32 33 38 39 44 45 50 51 85 86 TABLE 'W' ST 'W24X68'
69. CONSTANTS
70. BETA 90 MEMB 9 10 89 90
71. MATERIAL STEEL ALL
72. SUPPORTS
73. 1 TO 4 8 10 19 21 26 28 33 35 40 42 47 49 54 TO 57 61 63 PINNED
74. MEMBER RELEASE
75. 15 TO 22 24 25 79 95 TO 102 104 105 129 START MY MZ
76. 15 TO 22 24 25 79 95 TO 102 104 105 129 END MY MZ
77. DEFINE DIRECT ANALYSIS
78. FLEX 1 MEMB 1 TO 22 24 TO 27 32 33 38 39 44 45 50 51 79 81 TO 102 104 105 129
79. AXIAL MEMB 1 TO 22 24 TO 27 32 33 38 39 44 45 50 51 79 81 TO 102 104 105 129
80. END
81. LOAD 1 LOADTYPE DEAD TITLE DEAD(DL+SDL)
**WARNING- THIS STRUCTURE IS DISJOINTED. IGNORE IF
CONTROL/DEPENDENT OR IF UNCONNECTED JOINTS.
82. SELFWEIGHT Y -1.1
83. MEMBER LOAD
84. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI GY -1.6
85. 5 6 26 27 32 33 38 39 44 45 50 51 85 86 UNI GY -0.86
86. 3 4 11 12 83 84 91 92 UNI GY -0.8
87. 9 10 89 90 UNI GY -0.75
88. 1 2 81 82 UNI GY -0.43
89. 1 2 81 82 UNI GY -0.375
90. LOAD 2 LOADTYPE ROOF LIVE TITLE ROOF LIVE
91. MEMBER LOAD
92. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI GY -4.42
STAAD SPACE -- PAGE NO. 3
93. 3 4 11 12 83 84 91 92 UNI GY -2.21
94. LOAD 3 LOADTYPE WIND TITLE WIND(X+)
95. MEMBER LOAD
96. 5 26 32 38 44 50 85 UNI GX 5.0292
97. 1 81 UNI GX 2.51
98. 6 27 33 39 45 51 86 UNI GX 5.9
99. 2 82 UNI GX 2.97
100. 9 10 UNI GZ -6.67
101. 1 2 UNI GZ -3.33
102. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y 9.37
103. 3 4 11 12 83 84 91 92 UNI Y 4.69
104. 89 90 UNI GZ 6.67
105. 81 82 UNI GZ 3.33
106. LOAD 4 LOADTYPE WIND TITLE WIND(Z+)
107. MEMBER LOAD
108. 89 90 UNI GZ 0.33
109. 81 82 UNI GZ 0.17
110. 9 10 UNI GZ 7.5
111. 1 2 UNI GZ 3.76
112. 2 82 UNI GX 2.1
113. 1 81 UNI GX -2.1
114. 6 27 33 39 45 51 86 UNI GX 4.2
115. 5 26 32 38 44 50 85 UNI GX -4.2
116. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y 9.37
117. 3 4 11 12 83 84 91 92 UNI Y 4.69
118. LOAD 5 LOADTYPE WIND TITLE WIND(X-)
119. MEMBER LOAD
120. 5 26 32 38 44 50 85 UNI GX -5.0292
121. 1 81 UNI GX -2.51
122. 6 27 33 39 45 51 86 UNI GX -5.9
123. 2 82 UNI GX -2.97
124. 9 10 UNI GZ 6.67
125. 1 2 UNI GZ 3.33
126. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y -9.37
127. 3 4 11 12 83 84 91 92 UNI Y -4.69
128. 89 90 UNI GZ -6.67
129. 81 82 UNI GZ -3.33
130. LOAD 6 LOADTYPE WIND TITLE WIND(Z-)
131. MEMBER LOAD
132. 89 90 UNI GZ -0.33
133. 81 82 UNI GZ -0.17
134. 9 10 UNI GZ -7.5
135. 1 2 UNI GZ -3.76
136. 2 82 UNI GX -2.1
137. 1 81 UNI GX 2.1
138. 6 27 33 39 45 51 86 UNI GX -4.2
139. 5 26 32 38 44 50 85 UNI GX 4.2
140. 7 8 13 14 28 29 34 35 40 41 46 47 52 53 87 88 93 94 UNI Y -9.37
141. 3 4 11 12 83 84 91 92 UNI Y -4.69
142. LOAD COMB 7 COMB - 1.4 DEAD
143. 1 1.4
144. LOAD COMB 8 COMB - 1.2 DEAD + 0.5 ROOF LIVE
145. 1 1.2 2 0.5
146. LOAD COMB 9 COMB - 1.2 DEAD
147. 1 1.2
148. LOAD COMB 10 COMB - 1.2 DEAD + 1.6 ROOF LIVE
STAAD SPACE -- PAGE NO. 4
149. 1 1.2 2 1.6
150. LOAD COMB 11 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (1)
151. 1 1.2 2 1.6 3 0.8
152. LOAD COMB 12 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (2)
153. 1 1.2 2 1.6 4 0.8
154. LOAD COMB 13 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (3)
155. 1 1.2 2 1.6 5 0.8
156. LOAD COMB 14 COMB - 1.2 DEAD + 1.6 ROOF LIVE + 0.8 WIND (4)
157. 1 1.2 2 1.6 6 0.8
158. LOAD COMB 15 COMB - 1.2 DEAD + 0.8 WIND (1)
159. 1 1.2 3 0.8
160. LOAD COMB 16 COMB - 1.2 DEAD + 0.8 WIND (2)
161. 1 1.2 4 0.8
162. LOAD COMB 17 COMB - 1.2 DEAD + 0.8 WIND (3)
163. 1 1.2 5 0.8
164. LOAD COMB 18 COMB - 1.2 DEAD + 0.8 WIND (4)
165. 1 1.2 6 0.8
166. LOAD COMB 19 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (1)
167. 1 1.2 2 0.5 3 1.6
168. LOAD COMB 20 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (2)
169. 1 1.2 2 0.5 4 1.6
170. LOAD COMB 21 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (3)
171. 1 1.2 2 0.5 5 1.6
172. LOAD COMB 22 COMB - 1.2 DEAD + 0.5 ROOF LIVE + 1.6 WIND (4)
173. 1 1.2 2 0.5 6 1.6
174. LOAD COMB 23 COMB - 1.2 DEAD + 1.6 WIND (1)
175. 1 1.2 3 1.6
176. LOAD COMB 24 COMB - 1.2 DEAD + 1.6 WIND (2)
177. 1 1.2 4 1.6
178. LOAD COMB 25 COMB - 1.2 DEAD + 1.6 WIND (3)
179. 1 1.2 5 1.6
180. LOAD COMB 26 COMB - 1.2 DEAD + 1.6 WIND (4)
181. 1 1.2 6 1.6
182. LOAD COMB 27 COMB - 0.9 DEAD + 1.6 WIND (1)
183. 1 0.9 3 1.6
184. LOAD COMB 28 COMB - 0.9 DEAD + 1.6 WIND (2)
185. 1 0.9 4 1.6
186. LOAD COMB 29 COMB - 0.9 DEAD + 1.6 WIND (3)
187. 1 0.9 5 1.6
188. LOAD COMB 30 COMB - 0.9 DEAD + 1.6 WIND (4)
189. 1 0.9 6 1.6
190. PERFORM DIRECT ANALYSIS LRFD ITERATION 20 TAUTOL 0.005 DISPTOL 0.005 PDITER -
191. 15 REDUCEDEI 1 TBITER
