I am getting shape of building like while buckling analysis, Is it write or I am doing something wrong????
Please 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 4.2 0 0; 4 8.03 0 0; 5 12.74 0 0; 6 0 0 4.191; 8 0 0 8.89;
9 0 0 12.712; 10 4.2 0 4.191; 12 8.03 0 4.191; 13 12.74 0 4.191;
15 8.03 0 6.86; 16 12.74 0 6.86; 17 4.2 0 8.89; 18 8.03 0 8.89;
21 8.03 0 12.712; 22 5.38 0 8.89; 23 4.2 0 2.735; 24 8.03 0 2.735;
26 10.83 0 6.86; 29 10.83 0 12.712; 30 10.83 0 8.89; 31 5.38 0 12.712;
32 6.15 0 2.735; 33 6.15 0 0; 34 5.38 0 14.624; 35 8.03 0 14.624;
36 10.83 0 14.624; 37 2.455 0 14.624; 38 2.455 0 12.712; 39 0 -1.5 0;
40 4.2 -1.5 0; 41 8.03 -1.5 0; 42 12.74 -1.5 0; 43 0 -1.5 4.191;
44 0 -1.5 8.89; 45 0 -1.5 12.712; 46 4.2 -1.5 4.191; 47 8.03 -1.5 4.191;
48 12.74 -1.5 4.191; 49 8.03 -1.5 6.86; 50 12.74 -1.5 6.86; 51 8.03 -1.5 8.89;
52 8.03 -1.5 12.712; 53 5.38 -1.5 8.89; 55 5.38 -1.5 12.712;
56 5.38 -1.5 14.624; 57 8.03 -1.5 14.624; 58 10.83 -1.5 14.624;
59 2.455 -1.5 14.624; 60 0 3.6 0; 61 4.2 3.6 0; 62 8.03 3.6 0; 63 12.74 3.6 0;
64 0 3.6 4.191; 65 0 3.6 8.89; 66 0 3.6 12.712; 67 4.2 3.6 4.191;
68 8.03 3.6 4.191; 69 12.74 3.6 4.191; 70 8.03 3.6 6.86; 71 12.74 3.6 6.86;
73 8.03 3.6 8.89; 74 8.03 3.6 12.712; 75 5.38 3.6 8.89; 76 4.2 3.6 2.735;
77 8.03 3.6 2.735; 79 10.83 3.6 6.86; 82 10.83 3.6 12.712; 83 10.83 3.6 8.89;
84 5.38 3.6 12.712; 85 6.15 3.6 2.735; 86 6.15 3.6 0; 87 5.38 3.6 14.624;
88 8.03 3.6 14.624; 89 10.83 3.6 14.624; 90 2.455 3.6 14.624;
91 2.455 3.6 12.712; 92 3.488 3.6 4.191; 93 3.488 3.6 8.89; 94 0 7.2 0;
95 4.2 7.2 0; 96 8.03 7.2 0; 97 12.74 7.2 0; 98 0 7.2 4.191; 99 0 7.2 8.89;
100 0 7.2 12.712; 101 4.2 7.2 4.191; 102 8.03 7.2 4.191; 103 12.74 7.2 4.191;
104 8.03 7.2 6.86; 105 12.74 7.2 6.86; 106 8.03 7.2 8.89; 107 8.03 7.2 12.712;
108 5.38 7.2 8.89; 112 10.83 7.2 6.86; 115 10.83 7.2 8.89; 116 5.38 7.2 12.712;
128 4.2 7.2 8.89; 129 2.69 7.2 12.712; 130 2.69 7.2 8.89; 131 10.833 3.6 8.89;
132 10.833 7.2 8.89; 133 10.833 0 8.89; 134 10.833 -1.5 8.89; 137 1.4 0 4.191;
138 1.4 0 0; 139 6.182 0 6.6852; 140 6.182 3.6 6.6852; 141 6.182 7.2 6.6852;
MEMBER INCIDENCES
1 1 138; 2 2 33; 4 4 5; 5 1 6; 6 6 8; 8 8 9; 9 6 137; 10 10 12; 12 12 13;
16 8 17; 17 17 22; 18 18 30; 19 9 38; 20 31 38; 21 10 17; 22 2 23; 23 23 10;
24 4 24; 25 24 12; 26 23 32; 27 5 13; 28 13 16; 29 15 26; 30 16 26; 35 26 30;
36 12 15; 37 15 18; 38 18 21; 39 21 29; 40 30 133; 41 29 30; 42 22 18;
43 31 21; 44 22 31; 45 32 24; 46 33 4; 47 32 33; 48 31 34; 49 34 37; 50 21 35;
51 35 36; 52 34 35; 53 29 36; 55 37 38; 56 1 39; 57 2 40; 58 4 41; 59 5 42;
60 6 43; 61 8 44; 62 9 45; 63 10 46; 64 12 47; 65 13 48; 66 15 49; 67 16 50;
68 18 51; 69 21 52; 70 22 53; 72 31 55; 73 34 56; 74 35 57; 75 36 58; 76 37 59;
77 60 61; 78 61 86; 79 62 63; 80 60 64; 81 64 65; 82 65 66; 83 64 92; 84 67 68;
85 68 69; 86 65 93; 87 75 93; 88 73 83; 89 66 91; 90 84 91; 92 61 76; 93 76 67;
94 62 77; 95 77 68; 96 76 85; 97 63 69; 98 69 71; 99 70 79; 100 71 79;
104 79 83; 105 68 70; 106 70 73; 107 73 74; 108 74 82; 109 83 131; 110 82 83;
111 75 73; 112 84 74; 113 75 84; 114 85 77; 115 86 62; 116 85 86; 117 84 87;
118 87 90; 119 74 88; 120 88 89; 121 87 88; 122 82 89; 123 90 91; 124 1 60;
125 6 64; 126 8 65; 127 9 66; 128 37 90; 129 31 84; 130 21 74; 132 61 2;
133 62 4; 134 63 5; 135 68 12; 136 69 13; 137 70 15; 138 71 16; 139 73 18;
140 75 22; 141 87 34; 142 88 35; 143 89 36; 144 92 67; 146 92 93; 147 94 95;
148 95 96; 149 96 97; 150 94 98; 151 98 99; 152 99 100; 153 98 101;
154 101 102; 155 102 103; 156 99 130; 157 108 128; 158 106 115; 159 100 129;
161 95 101; 163 96 102; 166 97 103; 167 103 105; 168 104 112; 169 105 112;
172 112 115; 173 102 104; 174 104 106; 175 106 107; 177 115 132; 179 108 106;
180 116 107; 181 108 116; 192 60 94; 193 64 98; 194 65 99; 195 66 100;
197 84 116; 198 74 107; 200 95 61; 201 96 62; 202 97 63; 203 102 68;
204 103 69; 205 104 70; 206 105 71; 207 106 73; 208 108 75; 218 101 128;
219 129 116; 220 130 128; 221 129 130; 224 131 132; 226 133 134; 227 133 131;
230 138 137; 231 137 10; 232 138 2; 233 10 67; 234 67 101;
**********************************GROUP DEFINITIONS*************************************************
START GROUP DEFINITION
FLOOR
_F1 1 2 4 TO 6 8 TO 10 12 16 TO 30 35 TO 53 55 231 232
_F2 77 TO 80 82 TO 90 92 TO 100 104 TO 123 144 146
_F3 147 TO 159 161 163 166 168 169 172 TO 175 177 179 TO 181 218 TO 221
_TLS 78 88 92 96 99 104 106 116
_KIS 1 5 9 230
_TRS 88 90 107 TO 110 112 117 TO 123
**********************************MATERIAL PROPERTIES***********************************************
MEMBER
_DUMMY 41 49 51 TO 53 110 118 120 TO 122 230
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 25
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
ISOTROPIC DUMMY
E 2.17185e+007
POISSON 0.17
DENSITY 1e-013
ALPHA 1e-005
DAMP 0.05
G 9.28139e+006
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 2 4 TO 6 8 TO 10 12 16 TO 25 27 TO 30 35 TO 39 41 TO 44 46 TO 53 55 -
77 TO 90 92 TO 100 104 TO 108 111 TO 117 119 123 144 146 231 -
232 PRIS YD 0.3 ZD 0.3
57 58 60 61 63 TO 66 68 TO 70 72 TO 74 125 126 129 130 132 133 135 TO 137 -
139 TO 142 193 194 197 198 200 201 203 TO 205 207 208 233 -
234 PRIS YD 0.3 ZD 0.4
MEMBER PROPERTY INDIAN
26 45 147 TO 159 161 163 166 TO 169 172 TO 175 179 TO 181 218 TO 220 -
221 PRIS YD 0.3 ZD 0.4
MEMBER PROPERTY INDIAN
110 118 120 TO 122 230 PRIS YD 0.2 ZD 0.2
MEMBER PROPERTY
40 56 59 62 67 75 76 109 124 127 128 134 138 143 177 192 195 202 206 224 226 -
227 PRIS YD 0.4 ZD 0.4
CONSTANTS
BETA 90 MEMB 40 57 58 60 61 65 109 125 126 132 133 136 177 193 194 200 201 -
204 224 226 227
MATERIAL CONCRETE MEMB 1 2 4 TO 6 8 TO 10 12 16 TO 30 35 TO 53 55 TO 70 72 -
73 TO 90 92 TO 100 104 TO 109 111 TO 117 119 123 TO 130 132 TO 144 -
146 TO 159 161 163 166 TO 169 172 TO 175 177 179 TO 181 192 TO 195 197 198 -
200 TO 208 218 TO 221 224 226 227 231 TO 234
MATERIAL DUMMY MEMB 110 118 120 TO 122 230
**********************************SUPPORTS*************************************************
SUPPORTS
39 TO 53 55 TO 59 134 FIXED
*******************************************************************************************
MEMBER RELEASE
26 35 47 96 104 116 146 172 218 221 START MPY 0.9 MPZ 0.9
21 39 45 47 108 114 116 146 161 218 221 END MPY 0.9 MPZ 0.9
**********************************LOADINGS*************************************************
SLAVE ZX MASTER 139 JOINT 1 2 4 TO 6 8 TO 10 12 13 15 TO 18 21 TO 24 26 29 -
30 TO 38 133 137 138
SLAVE ZX MASTER 140 JOINT 60 TO 71 73 TO 77 79 82 TO 93 131
SLAVE ZX MASTER 141 JOINT 94 TO 108 112 115 116 128 TO 130 132
DEFINE 1893 ACCIDENTAL LOAD
ZONE 0.24 RF 5 I 1 SS 3 ST 1 DM 0.05 PX 0.255 PZ 0.25 DT 1.5
JOINT WEIGHT
1 WEIGHT 154.933
2 WEIGHT 167.347
4 WEIGHT 179.924
5 WEIGHT 135.606
6 WEIGHT 170.849
8 WEIGHT 205.224
9 WEIGHT 128.16
10 WEIGHT 171.792
12 WEIGHT 191.139
13 WEIGHT 154.945
15 WEIGHT 106.077
16 WEIGHT 101.254
18 WEIGHT 103.307
21 WEIGHT 203.353
22 WEIGHT 180.916
31 WEIGHT 169.284
34 WEIGHT 28.71
35 WEIGHT 26.797
36 WEIGHT 53.455
37 WEIGHT 54.962
39 WEIGHT 52.038
40 WEIGHT 20.786
41 WEIGHT 29.406
42 WEIGHT 45.654
43 WEIGHT 15.462
44 WEIGHT 50.315
45 WEIGHT 46.141
46 WEIGHT 12.394
47 WEIGHT 39.115
48 WEIGHT 37.218
49 WEIGHT 24.299
50 WEIGHT 30.603
51 WEIGHT 14.606
52 WEIGHT 69.422
53 WEIGHT 50.648
55 WEIGHT 38.141
56 WEIGHT 4.346
57 WEIGHT 4.81
58 WEIGHT 20.35
59 WEIGHT 21.31
60 WEIGHT 118.946
61 WEIGHT 253.2
62 WEIGHT 180.588
63 WEIGHT 129.723
64 WEIGHT 241.183
65 WEIGHT 169.106
66 WEIGHT 130.187
68 WEIGHT 279.087
69 WEIGHT 149.86
70 WEIGHT 99.262
71 WEIGHT 94.249
73 WEIGHT 167.43
74 WEIGHT 195.159
75 WEIGHT 173.28
84 WEIGHT 184.945
87 WEIGHT 33.69
88 WEIGHT 29.676
89 WEIGHT 43.101
90 WEIGHT 72.042
94 WEIGHT 100.804
95 WEIGHT 193.723
96 WEIGHT 135.593
97 WEIGHT 112.628
98 WEIGHT 246.524
99 WEIGHT 172.958
100 WEIGHT 120.539
102 WEIGHT 234.813
103 WEIGHT 98.995
104 WEIGHT 69.702
105 WEIGHT 54.389
106 WEIGHT 92.316
107 WEIGHT 64.489
108 WEIGHT 194.841
116 WEIGHT 140.054
131 WEIGHT 124.23
132 WEIGHT 59.729
133 WEIGHT 124.339
134 WEIGHT 14.272
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 1.13 HEIG 10
*******************************************************************************************
LOAD 101 LOADTYPE Seismic TITLE EQX+
1893 LOAD X 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
*LOAD 102 LOADTYPE Seismic TITLE EQX-
*1893 LOAD X -1 ACC 0.05
*PERFORM ANALYSIS
*CHANGE
LOAD 102 LOADTYPE Seismic TITLE EQZ+
1893 LOAD Z 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
*LOAD 104 LOADTYPE Seismic TITLE EQZ-
*1893 LOAD Z -1 ACC 0.05
*PERFORM ANALYSIS
*CHANGE
LOAD 1 LOADTYPE Dead TITLE DL
SELFWEIGHT Y -1
*SELFWEIGHT Y -1 LIST 1 2 4 TO 6 8 TO 10 12 16 TO 29 35 TO 53 55 TO 70 -
*72 TO 76 78 TO 82 84 TO 90 92 TO 99 104 TO 130 132 TO 144 146 TO 159 161 -
*163 166 TO 168 172 TO 175 177 179 TO 181 192 TO 195 197 198 200 TO 208 218 -
*219 TO 221
MEMBER LOAD
1 2 4 TO 6 8 19 20 27 28 30 35 39 TO 41 43 46 78 TO 82 88 TO 90 97 98 100 -
104 107 112 115 232 UNI GY -13.75
77 UNI GY -13.75 1.4 4.2
77 UNI GY -13.75 0 1.4
12 16 TO 18 22 24 26 29 37 38 44 45 47 85 TO 87 92 94 96 106 107 113 114 116 -
144 147 TO 152 158 159 166 167 169 172 175 180 219 UNI GY -6.75
83 UNI GY -6.75 1.4 3.488
83 UNI GY -6.75 0 1.4
FLOOR LOAD
_F1 FLOAD -5.07 GY
_F2 FLOAD -5.57 GY
_F3 FLOAD -4.37 GY
_TLS FLOAD -3.75 GY
_KIS FLOAD -7.5 GY
_TRS FLOAD -2.3 GY
_F3 FLOAD -2.3 GY
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Live TITLE LL
FLOOR LOAD
_TLS FLOAD -2 GY
_KIS FLOAD -2 GY
_TRS FLOAD -2 GY
_F1 FLOAD -3 GY
_F2 FLOAD -3 GY
_F3 FLOAD -2.5 GY
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Temperature TITLE TL+25
TEMPERATURE LOAD
77 TO 90 92 TO 100 104 TO 130 132 TO 144 146 TO 159 161 163 166 TO 169 172 -
173 TO 175 177 179 TO 181 192 TO 195 197 198 200 TO 208 218 TO 221 224 -
227 TEMP 25
PERFORM ANALYSIS
CHANGE
LOAD 4 LOADTYPE Temperature TITLE TL-25
TEMPERATURE LOAD
77 TO 90 92 TO 100 104 TO 130 132 TO 144 146 TO 159 161 163 166 TO 169 172 -
173 TO 175 177 179 TO 181 192 TO 195 197 198 200 TO 208 218 TO 221 224 -
227 TEMP -25
PERFORM ANALYSIS
CHANGE
LOAD 201 LOADTYPE Wind TITLE WLX+
WIND LOAD X 1 TYPE 1
WIND LOAD -X 1 TYPE 1
WIND LOAD -Z 1 TYPE 1
WIND LOAD -Z -1 TYPE 1
PERFORM ANALYSIS
CHANGE
*LOAD 202 LOADTYPE Wind TITLE WLX-
*WIND LOAD X -1 TYPE 1
*WIND LOAD -X -1 TYPE 1
*WIND LOAD -Z 1 TYPE 1
*WIND LOAD -Z -1 TYPE 1
*PERFORM ANALYSIS
*CHANGE
LOAD 202 LOADTYPE Wind TITLE WLZ+
WIND LOAD Z 1 TYPE 1
WIND LOAD -Z 1 TYPE 1
WIND LOAD -X 1 TYPE 1
WIND LOAD -X -1 TYPE 1
PERFORM ANALYSIS
CHANGE
*LOAD 204 LOADTYPE Wind TITLE WLZ-
*WIND LOAD Z -1 TYPE 1
*WIND LOAD -Z -1 TYPE 1
*WIND LOAD -X 1 TYPE 1
*WIND LOAD -X -1 TYPE 1
*PERFORM ANALYSIS
*CHANGE
**********************************************************************************
*LOAD COMB 3 (DL+.25LL)
*1 1.0 2 0.25
*PERFORM ANALYSIS
*CHANGE
LOAD COMB 1001 1.5(DL+LL)
1 1.5 2 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1002 1.5(DL+EQX)
1 1.5 101 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1003 1.5(DL-EQX)
1 1.5 101 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1004 1.5(DL+EQZ)
1 1.5 102 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1005 1.5(DL-EQZ)
1 1.5 102 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1006 1.2(DL+LL+EQX)
1 1.2 2 1.2 101 1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1007 1.2(DL+LL-EQX)
1 1.2 2 1.2 101 -1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1008 1.2(DL+LL+EQZ)
1 1.2 2 1.2 102 1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1009 1.2(DL+LL-EQZ)
1 1.2 2 1.2 102 -1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1010 0.9DL+1.5EQX
1 0.9 101 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1011 0.9DL-1.5EQX
1 0.9 101 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1012 0.9DL+1.5EQZ
1 0.9 102 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1013 0.9DL-1.5EQX
1 0.9 101 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1014 1.5(DL+TEMP+25)
1 1.5 3 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1015 1.5(DL-TEMP+25)
1 1.5 3 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1016 1.5(DL+TEMP-25)
1 1.5 4 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1017 1.5(DL-TEMP-25)
1 1.5 4 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1018 1.2(DL+LL+TEMP+25)
1 1.2 2 1.2 3 1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1019 1.2(DL+LL-TEMP+25)
1 1.2 2 1.2 3 -1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1020 1.2(DL+LL+TEMP-25)
1 1.2 2 1.2 4 1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1021 1.2(DL+LL-TEMP-25)
1 1.2 2 1.2 4 -1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1022 1.5(DL+WLX)
1 1.5 201 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1023 1.5(DL-WLX)
1 1.5 201 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1024 1.5(DL+WLZ)
1 1.5 202 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1025 1.5(DL-WLZ)
1 1.5 202 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1026 1.2(DL+LL+WLX)
1 1.2 2 1.2 201 1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1027 1.2(DL+LL-WLX)
1 1.2 2 1.2 201 -1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1028 1.2(DL+LL+WLZ)
1 1.2 2 1.2 202 1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1029 1.2(DL+LL-WLX)
1 1.2 2 1.2 202 -1.2
PERFORM ANALYSIS
CHANGE
LOAD COMB 1030 (0.9DL+1.5WLX)
1 0.9 201 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1031 0.9DL-1.5WLX
1 0.9 201 -1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1032 0.9DL+1.5WLZ
1 0.9 202 1.5
PERFORM ANALYSIS
CHANGE
LOAD COMB 1033 0.9DL-1.5WLZ
1 0.9 202 -1.5
PERFORM ANALYSIS
CHANGE
********FOR FOOTING**************************
*LOAD COMB 1001 1.0(DL+LL)
*3 1.0 4 1.0
*LOAD COMB 1002 1.0(DL+LL+EQX)
*3 1.0 4 1.0 1 1.0
*LOAD COMB 1003 1.0(DL+LL-EQX)
*3 1.0 4 1.0 1 -1.0
*LOAD COMB 1004 1.0(DL+LL+EQZ)
*3 1.0 4 1.0 2 1.0
*LOAD COMB 1005 1.0(DL+LL-EQZ)
*3 1.0 4 1.0 2 -1.0
*LOAD COMB 1006 1.0(DL+EQX)
*3 1.0 1 1.0
*LOAD COMB 1007 1.0(DL-EQX)
*3 1.0 1 -1.0
*LOAD COMB 1008 1.0(DL+EQZ)
*3 1.0 2 1.0
*LOAD COMB 1009 1.0(DL-EQZ)
*3 1.0 2 -1.0
*LOAD COMB 2001 1.0*DL+1.0*LL+1.0TL
*3 1.0 4 1.0 5 1.0
*LOAD COMB 2002 1.0*DL+1.0*LL-1.0TL
*3 1.0 4 1.0 6 -1.0
*LOAD COMB 2003 1.0*DL+1.0*LL+1.0*EQX+1.0TL
*3 1.0 4 1.0 1 1.0 5 1.0
*LOAD COMB 2004 1.0*DL+1.0*LL+1.0*EQZ+1.0TL
*3 1.0 4 1.0 2 1.0 5 1.0
*LOAD COMB 2005 1.0*DL+1.0*LL-1.0*EQX+1.0TL
*3 1.0 4 1.0 1 -1.0 5 1.0
*LOAD COMB 2006 1.0*DL+1.0*LL-1.0*EQZ+1.0TL
*3 1.0 4 1.0 2 -1.0 5 1.0
*LOAD COMB 2011 1.0(DL+TL)
*3 1.0 5 1.0
*LOAD COMB 2012 1.0(DL-TL)
*3 1.0 6 -1.0
PRINT CG
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.04 MEMB 1 2 4 TO 6 8 TO 10 12 16 TO 30 35 TO 53 55 77 TO 90 -
92 TO 100 104 TO 123 144 146 TO 159 161 163 166 TO 169 172 TO 175 177 179 -
180 TO 181 218 TO 221 230 TO 232
CLEAR 0.045 MEMB 56 TO 70 72 TO 76 124 TO 130 132 TO 143 192 TO 195 197 198 -
200 TO 208 224 226 227 233 234
FC 25000 ALL
FYMAIN 415000 ALL
FYSEC 415000 ALL
MAXMAIN 32 ALL
MAXSEC 16 ALL
RATIO 4 MEMB 56 TO 70 72 TO 76 124 TO 130 132 TO 143 192 TO 195 197 198 200 -
201 TO 208 224 226 227 233 234
TORSION 1 MEMB 1 2 4 TO 6 8 TO 10 12 16 TO 30 35 TO 53 55 77 TO 90 92 TO 100 -
104 TO 123 144 146 TO 159 161 163 166 TO 169 172 TO 175 177 179 TO 181 218 -
219 TO 221 230 TO 232
DESIGN BEAM 1 2 4 TO 6 8 TO 10 12 16 TO 30 35 TO 53 55 77 TO 90 92 TO 100 -
104 TO 123 144 146 TO 159 161 163 166 TO 169 172 TO 175 177 179 TO 181 218 -
219 TO 221 230 TO 232
DESIGN COLUMN 56 TO 70 72 TO 76 124 TO 130 132 TO 143 192 TO 195 197 198 200 -
201 TO 208 224 226 227 233 234
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM BUCKLING ANALYSIS MAXSTEP 5
FINISH