STAAD SPACE DXF IMPORT OF 3D OF G+3.DXF
START JOB INFORMATION
ENGINEER DATE 26-Nov-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 30.8997 72 -974.769; 2 258.9 72 -974.769; 3 423.9 72 -974.769;
4 30.8997 72 -822.769; 5 258.9 72 -822.769; 6 423.9 72 -822.769;
7 30.3997 72 -663.769; 8 258.9 72 -663.769; 9 258.9 72 -629.769;
10 423.9 72 -629.769; 11 30.8997 72 -476.769; 12 168.899 72 -476.769;
13 354.9 72 -476.769; 14 423.9 72 -476.769; 15 354.9 72 -407.769;
16 423.9 72 -407.769; 17 30.8997 72 -335.269; 18 169.013 72 -335.269;
19 423.9 72 -335.269; 20 169.013 72 -476.769; 21 258.9 72 -476.769;
22 354.9 72 -335.269; 23 30.8997 339 -974.769; 24 258.9 339 -974.769;
25 423.9 339 -974.769; 26 423.9 339 -818.269; 27 423.9 339 -629.769;
28 258.9 339 -818.269; 29 258.9 339 -629.769; 30 30.8997 339 -818.269;
31 30.8997 339 -672.769; 32 423.9 339 -672.769; 33 30.8997 0 -974.769;
34 258.9 0 -974.769; 35 423.9 0 -974.769; 36 30.8997 0 -822.769;
37 258.9 0 -822.769; 38 423.9 0 -822.769; 39 30.3997 0 -663.769;
40 258.9 0 -629.769; 41 423.9 0 -629.769; 42 30.8997 0 -476.769;
43 169.013 0 -476.769; 44 354.9 0 -476.769; 45 423.9 0 -476.769;
46 30.8997 0 -335.269; 47 169.013 0 -335.269; 48 354.9 0 -407.769;
49 423.9 0 -407.769; 50 423.9 0 -335.269; 51 30.8997 161 -974.769;
52 258.9 161 -974.769; 53 423.9 161 -974.769; 54 423.9 161 -824.769;
55 423.9 161 -629.769; 56 423.9 161 -476.769; 57 423.9 161 -409.269;
58 423.9 161 -335.767; 59 169.013 161 -335.767; 60 169.013 161 -317.232;
61 30.8997 161 -317.232; 62 30.8997 161 -337.374; 63 30.8997 161 -476.769;
64 168.899 161 -476.769; 65 354.9 161 -476.769; 66 169.013 161 -476.769;
67 30.8997 161 -813.769; 68 30.8997 161 -668.269; 69 258.9 161 -813.769;
70 258.9 161 -629.769; 71 258.9 161 -476.769; 72 30.8997 161 -542.818;
73 258.9 161 -542.818; 74 258.9 161 -824.614; 75 423.9 161 -544.319;
76 258.9 161 -544.319; 77 354.9 161 -409.269; 78 354.9 161 -335.767;
79 30.8997 161 -822.769; 80 258.9 161 -822.769; 81 423.9 161 -822.769;
82 30.3997 161 -663.769; 83 30.8997 161 -335.269; 84 169.013 161 -335.269;
85 354.9 161 -407.769; 86 423.9 161 -335.269; 87 354.9 3 -476.769;
88 354.9 92 -476.769; 89 30.8997 250 -974.769; 90 258.9 250 -974.769;
91 423.9 250 -974.769; 92 423.9 250 -824.769; 93 423.9 250 -629.769;
94 423.9 250 -476.769; 95 423.9 250 -409.269; 96 423.9 250 -335.767;
97 169.013 250 -335.767; 98 169.013 250 -317.232; 99 30.8997 250 -317.232;
100 30.8997 250 -337.374; 101 30.8997 250 -476.769; 102 168.899 250 -476.769;
103 354.9 250 -476.769; 104 169.013 250 -476.769; 105 30.8997 250 -813.769;
106 30.8997 250 -668.269; 107 258.9 250 -813.769; 108 258.9 250 -629.769;
109 258.9 250 -476.769; 110 30.8997 250 -542.818; 111 258.9 250 -542.818;
112 258.9 250 -824.614; 113 423.9 250 -544.319; 114 258.9 250 -544.319;
115 354.9 250 -409.269; 116 354.9 250 -335.767; 117 30.8997 250 -822.769;
118 258.9 250 -822.769; 119 423.9 250 -822.769; 120 30.3997 250 -663.769;
121 30.8997 250 -335.269; 122 169.013 250 -335.269; 123 354.9 250 -407.769;
124 423.9 250 -335.269; 125 30.8997 250 -672.769; 126 423.9 339 -822.769;
127 30.8997 339 -822.769; 128 258.9 339 -672.769; 129 423.9 161 -407.769;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 4 5; 4 5 6; 5 7 8; 6 9 10; 7 11 12; 8 12 20; 9 13 14; 10 15 16;
11 17 18; 12 18 22; 13 1 4; 14 4 7; 15 7 11; 16 11 17; 17 18 20; 18 2 5;
19 5 8; 20 9 21; 21 3 6; 22 6 10; 23 10 14; 24 16 19; 25 16 14; 26 15 13;
27 15 22; 28 23 24; 29 24 25; 30 25 126; 31 26 32; 32 24 28; 33 28 128;
34 29 27; 35 23 127; 36 30 31; 37 31 128; 38 33 1; 39 34 2; 40 35 3; 41 36 4;
42 37 5; 43 38 6; 44 39 7; 45 40 9; 46 41 10; 47 42 11; 48 43 20; 49 44 13;
50 45 14; 51 46 17; 52 47 18; 53 48 15; 54 49 16; 55 50 19; 56 51 52; 57 52 53;
58 53 54; 59 54 81; 60 55 75; 61 56 57; 62 57 129; 63 58 78; 64 59 84;
65 60 61; 66 61 83; 67 62 63; 68 63 64; 69 64 66; 70 65 56; 71 59 66; 72 51 79;
73 67 68; 74 68 72; 75 52 74; 76 69 70; 77 70 76; 78 72 73; 79 70 55; 80 74 54;
81 67 69; 82 75 76; 83 65 77; 84 77 85; 85 77 57; 86 1 51; 87 2 52; 88 3 53;
89 4 79; 90 5 80; 91 6 81; 92 7 82; 93 9 70; 94 10 55; 95 11 63; 96 20 66;
97 13 65; 98 14 56; 99 17 83; 100 18 84; 101 15 85; 102 19 86; 103 87 13;
104 89 90; 105 90 91; 106 91 92; 107 92 119; 108 93 113; 109 94 95; 110 95 96;
111 96 116; 112 97 122; 113 98 99; 114 99 121; 115 100 101; 116 101 102;
117 102 104; 118 103 94; 119 97 104; 120 89 117; 121 105 125; 122 106 110;
123 90 112; 124 107 108; 125 108 114; 126 110 111; 127 108 93; 128 112 92;
129 105 107; 130 113 114; 131 103 115; 132 115 123; 133 115 95; 134 51 89;
135 52 90; 136 53 91; 137 79 117; 138 80 118; 139 81 119; 140 82 120;
141 70 108; 142 55 93; 143 63 101; 144 66 104; 145 65 103; 146 56 94;
147 83 121; 148 84 122; 149 85 123; 150 86 124; 151 89 23; 152 90 24;
153 91 25; 154 93 27; 155 108 29; 156 125 31; 157 119 126; 158 117 127;
159 21 13; 160 20 21; 161 22 19; 162 8 9; 163 126 26; 164 32 27; 165 128 29;
166 127 30; 167 128 32; 168 81 55; 169 75 56; 170 78 59; 171 84 60; 172 83 62;
173 71 65; 174 66 71; 175 79 67; 176 72 63; 177 80 69; 178 74 80; 179 73 71;
180 76 73; 181 85 78; 182 13 88; 183 119 93; 184 113 94; 185 116 97;
186 122 98; 187 121 100; 188 109 103; 189 104 109; 190 117 105; 191 125 106;
192 110 101; 193 118 107; 194 112 118; 195 111 109; 196 114 111; 197 123 116;
199 57 95; 200 129 58; 201 16 129;
ELEMENT INCIDENCES SHELL
202 1 2 5 4; 203 2 3 6 5; 204 4 7 8 5; 205 5 9 10 6; 206 7 8 21 11;
207 9 10 14 21; 208 11 12 18 17; 209 20 13 22 18; 211 15 16 19 22;
212 51 52 69 67; 213 52 74 81 53; 214 80 70 55 54; 215 67 69 76 72;
217 72 63 71 73; 218 73 75 56 71; 219 63 61 60 66; 220 64 59 78 65;
222 85 78 58 57; 223 89 90 107 105; 224 90 91 92 112; 225 105 107 111 110;
226 118 119 93 108; 228 110 101 109 111; 229 114 109 94 113; 230 101 99 98 102;
231 102 97 116 103; 233 123 95 124 116; 234 23 24 128 31; 235 24 25 32 128;
236 128 29 27 32;
ELEMENT PROPERTY
202 TO 209 211 TO 215 217 TO 220 222 TO 226 228 TO 231 233 TO 235 -
236 THICKNESS 0.152
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 50 52 55 TO 98 100 102 TO 146 148 150 TO 197 200 PRIS YD 0.45 ZD 0.23
51 53 54 99 101 147 149 199 201 PRIS YD 0.3 ZD 0.23
CONSTANTS
BETA 90 MEMB 45 46 93 94 141 142 154 155
MATERIAL CONCRETE ALL
SUPPORTS
33 TO 50 87 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1 SS 1 ST 1 DM 5
SELFWEIGHT 1
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 197 199 TO 209 211 TO 215 217 TO 220 222 TO 226 -
228 TO 231 233 TO 236
MEMBER LOAD
1 2 7 TO 33 35 TO 78 82 TO 126 130 TO 197 199 TO 201 UNI GY -7
3 4 6 34 79 TO 81 127 TO 129 UNI GY -5
UNIT MMS KN
ELEMENT LOAD
UNIT METER KN
202 TO 209 211 TO 215 217 TO 220 222 TO 226 228 TO 231 233 TO 236 PR GY -4.75
LOAD 2 LOADTYPE Live  TITLE LL
UNIT INCHES KN
MEMBER LOAD
1 TO 197 199 TO 201 UNI GY -0.0508
UNIT METER KN
LOAD 3 LOADTYPE Seismic  TITLE EL +VE X
1893 LOAD X 1
LOAD 4 LOADTYPE Seismic  TITLE EL -VE X
1893 LOAD X -1
LOAD 5 LOADTYPE Seismic  TITLE EL +VE Z
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic  TITLE EL -VE Z
1893 LOAD X -1
LOAD COMB 7 1.5(DL+LL)
1 1.5 2 1.5 
LOAD COMB 8 1.2(DL+LL+EL +VE X)
1 1.2 2 1.2 3 1.2 
LOAD COMB 9 1.2(DL+LL+EL +VE Z)
1 1.2 2 1.2 5 1.2 
LOAD COMB 10 1.2(DL+LL-EL-VE X)
1 1.2 2 1.2 4 -1.2 
LOAD COMB 11 1.2(DL+LL-EL -VE Z)
1 1.2 2 1.2 6 -1.2 
LOAD COMB 12 1.5(DL+EL +VE X)
1 1.5 3 1.5 
LOAD COMB 13 1.5(DL+EL +VE Z)
1 1.5 5 1.5 
LOAD COMB 14 1.5(DL-EL -VE X)
1 1.5 4 -1.5 
LOAD COMB 15 1.5(DL-EL -VE Z)
1 1.5 6 -1.5 
LOAD COMB 16 (0.9DL+1.5EL +VE X)
1 0.9 3 1.5 
LOAD COMB 17 (0.9DL-1.5EL -VE Z)
1 0.9 6 -1.5 
LOAD COMB 18 (0.9DL+1.5EL +VE X)
1 0.9 3 1.5 
LOAD COMB 19 (0.9DL+1.5EL +VE Z)
1 0.9 5 1.5 
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 25000 MEMB 1 TO 197 199 TO 201
FYMAIN 500000 MEMB 1 TO 197 199 TO 201
FYSEC 500000 ALL
RATIO 3 ALL
DESIGN BEAM 1 TO 37 56 TO 85 104 TO 133 159 TO 181 183 TO 197 200
DESIGN COLUMN 38 TO 55 86 TO 103 134 TO 158 182 199 201
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
