I havel designed the steel building, but my center columns are not getting designed, it says L/R exceeds, but i have increased the size of the columns and used many iterations, still i am not getting the result.
Kindly help.
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Apr-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 45.72 0 0; 3 22.86 0 0; 4 0 3 0; 5 45.72 3 0; 6 22.86 3 0;
7 0 10.7 0; 8 45.72 10.7 0; 9 22.86 13 0; 10 0 0 -7.62; 11 45.72 0 -7.62;
12 22.86 0 -7.62; 13 0 3 -7.62; 14 45.72 3 -7.62; 16 0 10.7 -7.62;
17 45.72 10.7 -7.62; 18 22.86 13 -7.62; 19 0 0 -15.24; 20 45.72 0 -15.24;
21 22.86 0 -15.24; 22 0 3 -15.24; 23 45.72 3 -15.24; 25 0 10.7 -15.24;
26 45.72 10.7 -15.24; 27 22.86 13 -15.24; 28 0 0 -22.86; 29 45.72 0 -22.86;
30 22.86 0 -22.86; 31 0 3 -22.86; 32 45.72 3 -22.86; 34 0 10.7 -22.86;
35 45.72 10.7 -22.86; 36 22.86 13 -22.86; 37 0 0 -30.48; 38 45.72 0 -30.48;
39 22.86 0 -30.48; 40 0 3 -30.48; 41 45.72 3 -30.48; 43 0 10.7 -30.48;
44 45.72 10.7 -30.48; 45 22.86 13 -30.48; 46 0 0 -38.1; 47 45.72 0 -38.1;
48 22.86 0 -38.1; 49 0 3 -38.1; 50 45.72 3 -38.1; 52 0 10.7 -38.1;
53 45.72 10.7 -38.1; 54 22.86 13 -38.1; 55 0 0 -45.72; 56 45.72 0 -45.72;
57 22.86 0 -45.72; 58 0 3 -45.72; 59 45.72 3 -45.72; 61 0 10.7 -45.72;
62 45.72 10.7 -45.72; 63 22.86 13 -45.72; 64 0 0 -53.34; 65 45.72 0 -53.34;
66 22.86 0 -53.34; 67 0 3 -53.34; 68 45.72 3 -53.34; 70 0 10.7 -53.34;
71 45.72 10.7 -53.34; 72 22.86 13 -53.34; 73 0 0 -60.96; 74 45.72 0 -60.96;
75 22.86 0 -60.96; 76 0 3 -60.96; 77 45.72 3 -60.96; 78 22.86 3 -60.96;
79 0 10.7 -60.96; 80 45.72 10.7 -60.96; 81 22.86 13 -60.96;
82 8.95479 11.601 -38.1; 83 17.9096 12.5019 -38.1; 84 27.815 12.5015 -38.1;
85 36.7698 11.6005 -38.1; 86 8.95479 11.601 -45.72; 87 8.95479 11.601 -53.34;
88 17.9096 12.5019 -45.72; 89 17.9096 12.5019 -53.34; 90 27.815 12.5015 -53.34;
91 36.7698 11.6005 -53.34; 92 27.815 12.5015 -45.72; 93 36.7698 11.6005 -45.72;
94 8.95479 11.601 -30.48; 95 17.9096 12.5019 -30.48; 96 8.95479 11.601 -22.86;
97 17.9096 12.5019 -22.86; 98 8.95479 11.601 -15.24; 99 17.9096 12.5019 -15.24;
100 8.95479 11.601 -7.62; 101 17.9096 12.5019 -7.62; 102 8.95479 11.601 0;
103 17.9096 12.5019 0; 104 8.95479 11.601 -60.96; 105 17.9096 12.5019 -60.96;
106 27.815 12.5015 -60.96; 107 36.7698 11.6005 -60.96;
108 27.815 12.5015 -30.48; 109 36.7698 11.6005 -30.48;
110 27.815 12.5015 -22.86; 111 36.7698 11.6005 -22.86;
112 27.815 12.5015 -15.24; 113 36.7698 11.6005 -15.24;
114 27.815 12.5015 -7.62; 115 36.7698 11.6005 -7.62; 116 27.815 12.5015 0;
117 36.7698 11.6005 0;
MEMBER INCIDENCES
1 1 4; 2 4 7; 3 7 102; 4 9 116; 5 2 5; 6 5 8; 7 3 6; 8 6 9; 9 10 13; 10 13 16;
11 16 100; 12 114 18; 13 11 14; 14 14 17; 17 19 22; 18 22 25; 19 25 98;
20 112 27; 21 20 23; 22 23 26; 25 28 31; 26 31 34; 27 34 96; 28 110 36;
29 29 32; 30 32 35; 33 37 40; 34 40 43; 35 43 94; 36 108 45; 37 38 41;
38 41 44; 41 46 49; 42 49 52; 43 52 82; 44 84 54; 45 47 50; 46 50 53; 49 55 58;
50 58 61; 51 61 86; 52 92 63; 53 56 59; 54 59 62; 57 64 67; 58 67 70; 59 70 87;
60 90 72; 61 65 68; 62 68 71; 65 73 76; 66 76 79; 67 79 104; 68 81 106;
69 74 77; 70 77 80; 71 75 78; 72 78 81; 73 79 70; 74 70 61; 75 61 52; 76 52 43;
77 43 34; 78 34 25; 79 25 16; 80 16 7; 81 80 71; 82 71 62; 83 62 53; 84 53 44;
85 44 35; 86 35 26; 87 26 17; 88 17 8; 89 81 72; 90 72 63; 91 63 54; 92 54 45;
93 45 36; 94 36 27; 95 27 18; 96 18 9; 97 66 72; 98 57 63; 99 48 54; 100 39 45;
101 30 36; 102 21 27; 103 12 18; 104 61 49; 105 52 58; 106 58 46; 107 49 55;
108 34 22; 109 25 31; 110 31 19; 111 22 28; 112 62 50; 113 53 59; 114 59 47;
115 50 56; 116 35 23; 117 26 32; 118 32 20; 119 23 29; 120 82 83; 121 83 54;
122 84 85; 123 85 53; 124 86 88; 125 87 89; 126 88 63; 127 89 72; 128 90 91;
129 91 71; 130 92 93; 131 93 62; 132 94 95; 133 95 45; 134 96 97; 135 97 36;
136 98 99; 137 99 27; 138 100 101; 139 101 18; 140 102 103; 141 103 9;
142 104 105; 143 105 81; 144 106 107; 145 107 80; 146 108 109; 147 109 44;
148 110 111; 149 111 35; 150 112 113; 151 113 26; 152 114 115; 153 115 17;
154 116 117; 155 117 8; 156 61 82; 157 52 86; 158 86 83; 159 82 88; 160 88 54;
161 83 63; 162 63 84; 163 54 92; 164 92 85; 165 84 93; 166 93 53; 167 85 62;
168 34 98; 169 25 96; 170 96 99; 171 98 97; 172 97 27; 173 99 36; 174 36 112;
175 27 110; 176 110 113; 177 112 111; 178 111 26; 179 113 35; 180 104 87;
181 87 86; 182 86 82; 183 82 94; 184 94 96; 185 96 98; 186 98 100; 187 100 102;
188 107 91; 189 91 93; 190 93 85; 191 85 109; 192 109 111; 193 111 113;
194 113 115; 195 115 117;
DEFINE PMEMBER
19 136 137 PMEMBER 1
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
9 13 17 21 25 29 33 37 41 45 49 53 57 -
61 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
10 14 18 22 26 30 34 38 42 46 50 54 58 62 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25
1 5 65 69 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
2 6 66 70 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
7 8 71 72 TAPERED 0.4 0.004 0.4 0.2 0.008 0.2 0.008
97 TO 103 TAPERED 0.3 0.005 0.3 0.215 0.006 0.215 0.006
73 TO 96 180 TO 195 PRIS ROUND STA 0.093 END 0.093 THI 0.0032
MEMBER PROPERTY INDIAN
104 TO 119 TABLE SA ISA40X40X5
MEMBER PROPERTY INDIAN
120 122 124 125 128 130 132 134 136 138 146 148 150 -
152 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
11 19 27 35 43 51 59 123 129 131 147 149 151 -
153 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
12 20 28 36 44 52 60 121 126 127 133 135 137 -
139 TAPERED 0.5 0.005 0.75 0.25 0.008 0.25 0.008
3 4 67 68 140 TO 145 154 155 TAPERED 0.5 0.005 0.5 0.25 0.008 0.25 0.008
156 TO 179 PRIS YD 0.016
CONSTANTS
BETA 90 MEMB 7 8 71 72
MATERIAL STEEL ALL
SUPPORTS
1 2 10 11 19 20 28 29 37 38 46 47 55 56 64 65 73 74 FIXED
3 12 21 30 39 48 57 66 75 PINNED
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
MEMBER LOAD
10 TO 12 14 18 TO 20 22 26 TO 28 30 34 TO 36 38 42 TO 44 46 50 TO 52 54 58 -
59 TO 60 62 120 TO 139 146 TO 153 UNI GY -0.85
2 TO 4 6 8 66 TO 68 70 72 140 TO 145 154 155 UNI GY -0.425
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
MEMBER LOAD
10 TO 12 14 18 TO 20 22 26 TO 28 30 34 TO 36 38 42 TO 44 46 50 TO 52 54 58 -
59 TO 60 62 120 TO 139 146 TO 153 UNI GY -4.35
2 TO 4 6 8 66 TO 68 70 72 140 TO 145 154 155 UNI GY -2.175
LOAD 3 LOADTYPE Wind TITLE WLL(IP)
MEMBER LOAD
10 18 26 34 42 50 58 UNI GX 2.47
2 66 UNI GX 1.235
14 22 30 38 46 54 62 UNI GX 1.97
6 70 UNI GX 0.985
11 19 27 35 43 51 59 120 121 124 TO 127 132 TO 139 UNI Y 5.01
3 67 140 TO 143 UNI Y 2.505
12 20 28 36 44 52 60 122 123 128 TO 131 146 TO 153 UNI Y 2.96
4 68 144 145 154 155 UNI Y 1.48
8 UNI GZ 3.46
72 UNI GZ -3.46
LOAD 4 LOADTYPE Wind TITLE WLL(IS)
MEMBER LOAD
10 18 26 34 42 50 58 UNI GX 4.45
2 66 UNI GX 2.225
11 19 27 35 43 51 59 120 121 124 TO 127 132 TO 139 UNI Y 5.01
3 67 140 TO 143 UNI Y 2.505
12 20 28 36 44 52 60 122 123 128 TO 131 146 TO 153 UNI Y 0.98
4 68 144 145 154 155 UNI Y 0.49
8 UNI GZ 3.46
72 UNI GZ -3.46
LOAD 5 LOADTYPE Wind TITLE WLR(IP)
MEMBER LOAD
14 22 30 38 46 54 62 UNI GX -2.47
6 70 UNI GX -1.235
10 18 26 34 42 50 58 UNI GX -1.97
2 66 UNI GX -0.985
11 19 27 35 43 51 59 120 121 124 TO 127 132 TO 139 UNI Y 2.96
3 67 140 TO 143 UNI Y 1.48
12 20 28 36 44 52 60 122 123 128 TO 131 146 TO 153 UNI Y 5.01
4 68 144 145 154 155 UNI Y 2.505
LOAD 6 LOADTYPE Wind TITLE WLR(IS)
MEMBER LOAD
14 22 30 38 46 54 62 UNI GX -4.45
6 70 UNI GX -2.225
12 20 28 36 44 52 60 122 123 128 TO 131 146 TO 153 UNI Y 3.03
4 68 144 145 154 155 UNI Y 1.515
11 19 27 35 43 51 59 120 121 124 TO 127 132 TO 139 UNI Y 0.98
3 67 140 TO 143 UNI Y 0.49
LOAD 7 LOADTYPE Wind TITLE WLG(IP)
MEMBER LOAD
14 22 30 38 46 54 62 UNI GX 3.46
10 18 26 34 42 50 58 UNI GX -3.46
2 66 UNI GX -1.73
6 70 UNI GX 1.73
11 12 19 20 27 28 35 36 43 44 51 52 59 60 120 TO 139 146 TO 153 UNI Y 4.94
3 4 67 68 140 TO 145 154 155 UNI Y 2.47
72 UNI GZ 2.47
8 UNI GZ 1.97
LOAD 8 LOADTYPE Wind TITLE WLG(IS)
MEMBER LOAD
14 22 30 38 46 54 62 UNI GX 1.48
6 70 UNI GX 0.74
10 18 26 34 42 50 58 UNI GX -1.48
2 66 UNI GX -0.74
11 12 19 20 27 28 35 36 43 44 51 52 59 60 120 TO 139 146 TO 153 UNI Y 2.96
3 4 67 68 140 TO 145 154 155 UNI Y 1.48
72 UNI GZ 4.45
LOAD 9 LOADTYPE Wind TITLE WLG(IP)
MEMBER LOAD
8 UNI GZ -2.47
72 UNI GZ -1.97
LOAD 10 LOADTYPE Wind TITLE WLG(IS)
MEMBER LOAD
8 UNI GZ -4.45
LOAD COMB 11 DL+LL
1 1.0 2 1.0
LOAD COMB 12 DL+0.75LL
1 1.0 2 0.75
LOAD COMB 13 DL+WLL(IP)
1 1.0 3 1.0
LOAD COMB 14 DL+WLL(IS)
1 1.0 4 1.0
LOAD COMB 15 DL+WLR(IP)
1 1.0 5 1.0
LOAD COMB 16 DL+WLR(IS)
1 1.0 6 1.0
LOAD COMB 17 DL+WLG(IP)
1 1.0 7 1.0
LOAD COMB 18 DL+WLG(IS)
1 1.0 8 1.0
LOAD COMB 19 DL+WLG(IP)
1 1.0 9 1.0
LOAD COMB 20 DL+WLG(IS)
1 1.0 10 1.0
LOAD COMB 21 DL+0.75(LL+WLL(IP))
1 1.0 2 0.75 3 0.75
LOAD COMB 22 DL+0.75(LL+WLL(IS))
1 1.0 2 0.75 4 1.0
LOAD COMB 23 DL+0.75(LL+WLR(IP))
1 1.0 2 0.75 5 0.75
LOAD COMB 24 DL+0.75(LL+WLR(IS))
1 1.0 2 0.75 6 0.75
LOAD COMB 25 DL+0.75(LL+WLG(IP))
1 1.0 2 0.75 7 0.75
LOAD COMB 26 DL+0.75(LL+WLG(IS))
1 1.0 2 0.75 8 0.75
LOAD COMB 27 DL+0.75(LL+WLG(IP))
1 1.0 2 0.75 9 0.75
LOAD COMB 28 DL+0.75(LL+WLG(IS))
1 1.0 2 0.75 10 0.75
LOAD COMB 29 0.6DL+WLL(IP)
1 0.6 3 1.0
LOAD COMB 30 0.6DL+WLL(IS)
1 0.6 4 1.0
LOAD COMB 31 0.6DL+WLR(IP)
1 0.6 5 1.0
LOAD COMB 32 0.6DL+WLR(IS)
1 0.6 6 1.0
LOAD COMB 33 0.6DL+WLG(IP)
1 0.6 7 1.0
LOAD COMB 34 0.6DL+WLG(IS)
1 0.6 8 1.0
LOAD COMB 35 0.6DL+WLL(IP)
1 0.6 9 1.0
LOAD COMB 36 0.6DL+WLL(IP)
1 0.6 10 1.0
PERFORM ANALYSIS
LOAD LIST 11 TO 36
PARAMETER 1
CODE AISC
FYLD 350000 ALL
LY 1.5 MEMB 2 TO 4 6 8 10 TO 12 14 18 TO 20 22 26 TO 28 30 34 TO 36 38 42 -
43 TO 44 46 50 TO 52 54 58 TO 60 62 66 TO 68 70 72 120 TO 155
UNB 1.5 MEMB 2 TO 4 6 8 10 TO 12 14 18 TO 20 22 26 TO 28 30 34 TO 36 38 42 -
43 TO 44 46 50 TO 52 54 58 TO 60 62 66 TO 68 70 72 120 TO 155
UNT 1.5 MEMB 2 TO 4 6 8 10 TO 12 14 18 TO 20 22 26 TO 28 30 34 TO 36 38 42 -
43 TO 44 46 50 TO 52 54 58 TO 60 62 66 TO 68 70 72 120 TO 155
LZ 13 MEMB 7 8 71 72
LZ 10.7 MEMB 1 2 5 6 9 10 13 14 17 18 21 22 25 26 29 30 33 34 37 38 41 42 -
45 46 49 50 53 54 57 58 61 62 65 66 69 70
LZ 22.98 MEMB 3 4 11 12 19 20 27 28 35 36 43 44 51 52 59 60 67 68 120 TO 155
TRACK 2 ALL
CHECK CODE MEMB 1 TO 14 17 TO 22 25 TO 30 33 TO 38 41 TO 46 49 TO 54 -
57 TO 62 65 TO 72 97 TO 103 120 TO 155
FINISH