STAAD SPACE DXF IMPORT OF MALIK11.DXF
START JOB INFORMATION
ENGINEER DATE 12-May-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 230.595 0 -200.261; 2 232.595 0 -200.261; 3 237.465 0 -200.261;
4 237.465 0 -196.061; 5 232.595 0 -196.061; 7 230.595 0 -196.061;
8 225.115 0 -196.061; 9 225.115 0 -200.261; 10 225.115 0 -191.801;
11 237.465 0 -191.801; 12 237.465 0 -187.541; 13 233.565 0 -187.541;
14 228.995 0 -187.541; 15 228.995 0 -191.801; 16 233.565 0 -191.801;
17 225.115 0 -187.541; 18 230.595 3.00001 -200.261;
19 232.595 3.00001 -200.261; 20 237.465 3.00001 -200.261;
21 237.465 3.00001 -196.061; 22 232.595 3.00001 -196.061;
23 230.595 3.00001 -196.061; 24 225.115 3.00001 -196.061;
25 225.115 3.00001 -200.261; 26 225.115 3.00001 -191.801;
27 237.465 3.00001 -191.801; 28 237.465 3.00001 -187.541;
29 233.565 3.00001 -187.541; 30 228.995 3.00001 -187.541;
31 228.995 3.00001 -191.801; 32 233.565 3.00001 -191.801;
33 225.115 3.00001 -187.541; 34 230.595 6.00001 -200.261;
35 232.595 6.00001 -200.261; 36 237.465 6.00001 -200.261;
37 237.465 6.00001 -196.061; 38 232.595 6.00001 -196.061;
39 230.595 6.00001 -196.061; 40 225.115 6.00001 -196.061;
41 225.115 6.00001 -200.261; 42 225.115 6.00001 -191.801;
43 237.465 6.00001 -191.801; 44 237.465 6.00001 -187.541;
45 233.565 6.00001 -187.541; 46 228.995 6.00001 -187.541;
47 228.995 6.00001 -191.801; 48 233.565 6.00001 -191.801;
49 225.115 6.00001 -187.541; 50 230.595 9.00002 -200.261;
51 232.595 9.00002 -200.261; 52 237.465 9.00002 -200.261;
53 237.465 9.00002 -196.061; 54 232.595 9.00002 -196.061;
55 230.595 9.00002 -196.061; 56 225.115 9.00002 -196.061;
57 225.115 9.00002 -200.261; 58 225.115 9.00002 -191.801;
59 237.465 9.00002 -191.801; 60 237.465 9.00002 -187.541;
61 233.565 9.00002 -187.541; 62 228.995 9.00002 -187.541;
63 228.995 9.00002 -191.801; 64 233.565 9.00002 -191.801;
65 225.115 9.00002 -187.541; 66 230.595 -1.2 -200.261;
67 232.595 -1.2 -200.261; 68 237.465 -1.2 -200.261; 69 237.465 -1.2 -196.061;
70 232.595 -1.2 -196.061; 71 230.595 -1.2 -196.061; 72 225.115 -1.2 -196.061;
73 225.115 -1.2 -200.261; 74 225.115 -1.2 -191.801; 75 237.465 -1.2 -191.801;
76 237.465 -1.2 -187.541; 77 233.565 -1.2 -187.541; 78 228.995 -1.2 -187.541;
79 228.995 -1.2 -191.801; 80 233.565 -1.2 -191.801; 81 225.115 -1.2 -187.541;
82 225.115 12 -200.261;
MEMBER INCIDENCES
2 1 2; 3 3 4; 4 4 5; 6 5 7; 7 7 8; 8 8 9; 9 8 10; 10 4 11; 11 11 16; 12 1 7;
13 9 1; 14 2 5; 16 11 12; 17 13 14; 18 14 15; 19 13 16; 20 13 12; 21 10 17;
22 17 14; 33 10 15; 34 15 16; 44 1 18; 45 2 19; 46 3 20; 47 4 21; 48 5 22;
49 7 23; 50 8 24; 51 9 25; 52 10 26; 53 11 27; 54 12 28; 55 13 29; 56 14 30;
57 15 31; 58 16 32; 59 17 33; 61 18 19; 62 20 21; 63 21 22; 64 22 23; 65 23 24;
66 24 25; 67 24 26; 68 21 27; 69 27 32; 70 18 23; 71 25 18; 72 19 22; 73 19 20;
74 27 28; 75 29 30; 76 30 31; 77 29 32; 78 29 28; 79 26 33; 80 33 30; 91 26 31;
92 31 32; 102 18 34; 103 19 35; 104 20 36; 105 21 37; 106 22 38; 107 23 39;
108 24 40; 109 25 41; 110 26 42; 111 27 43; 112 28 44; 113 29 45; 114 30 46;
115 31 47; 116 32 48; 117 33 49; 119 34 35; 120 36 37; 121 37 38; 122 38 39;
123 39 40; 124 40 41; 125 40 42; 126 37 43; 128 34 39; 129 41 34; 130 35 38;
131 35 36; 132 43 44; 133 45 46; 134 46 47; 135 45 48; 136 45 44; 137 42 49;
138 49 46; 150 47 48; 151 48 43; 160 34 50; 161 35 51; 162 36 52; 163 37 53;
164 38 54; 165 39 55; 166 40 56; 167 41 57; 168 42 58; 169 43 59; 170 44 60;
171 45 61; 172 46 62; 173 47 63; 174 48 64; 175 49 65; 177 50 51; 178 52 53;
179 53 54; 180 54 55; 181 55 56; 182 56 57; 183 56 58; 184 53 59; 186 50 55;
187 57 50; 188 51 54; 189 51 52; 190 59 60; 191 61 62; 192 62 63; 193 61 64;
194 61 60; 195 58 65; 196 65 62; 209 64 59; 218 1 66; 219 2 67; 220 3 68;
221 4 69; 222 5 70; 223 7 71; 224 8 72; 225 9 73; 226 10 74; 227 11 75;
228 12 76; 229 13 77; 230 14 78; 231 15 79; 232 16 80; 233 17 81;
ELEMENT INCIDENCES SHELL
234 9 1 7 8; 235 1 2 5 7; 236 2 3 4 5; 237 8 4 11 10; 238 10 15 14 17;
239 15 16 13 14; 240 16 11 12 13; 241 25 18 23 24; 242 18 19 22 23;
243 19 20 21 22; 244 24 21 27 26; 245 26 31 30 33; 246 31 32 29 30;
247 32 27 28 29; 248 41 34 39 40; 249 34 35 38 39; 250 35 36 37 38;
251 40 37 43 42; 252 42 47 46 49; 253 47 48 45 46; 254 48 43 44 45;
255 57 50 55 56; 256 50 51 54 55; 257 51 52 53 54; 258 56 53 59 58;
259 58 63 62 65; 260 63 64 61 62; 261 64 59 60 61;
ELEMENT PROPERTY
234 TO 261 THICKNESS 0.125
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.6158
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
44 TO 59 102 TO 117 160 TO 175 218 TO 233 PRIS YD 0.23 ZD 0.23
MEMBER PROPERTY AMERICAN
2 TO 4 6 TO 14 16 TO 22 33 34 61 TO 80 91 92 119 TO 126 128 TO 138 150 151 -
177 TO 184 186 TO 196 209 PRIS YD 0.3 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
66 TO 81 FIXED
DEFINE 1893 LOAD
ZONE 0.16 K 1 I 1 B 1 PX 0.33 PZ 0.26 PZ 0.26 PZ 0.26 PZ 0.26 PZ 0.26
SELFWEIGHT 1 
JOINT WEIGHT
1 TO 5 7 TO 81 WEIGHT 1
MEMBER WEIGHT
2 TO 4 6 TO 14 16 TO 22 33 34 44 TO 59 61 TO 80 91 92 102 TO 117 119 TO 126 -
128 TO 138 150 151 160 TO 175 177 TO 184 186 TO 196 209 218 TO 232 -
233 CON 1000
FLOOR WEIGHT
YRANGE 0 0 FLOAD -6.685 XRANGE 0 9 ZRANGE 0 0
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0 0.913 0.913 0.945 HEIG  0  3  6  9
EXP 1 JOINT 1 TO 5 7 TO 81
LOAD 1 LOADTYPE Dead  TITLE DEAD
FLOOR LOAD
YRANGE 0 9 FLOAD -4.875 GY
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Live  TITLE LIVE
FLOOR LOAD
YRANGE 0 9 FLOAD -2 GY
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.025 MEMB 2 TO 4 6 TO 14 16 TO 22 33 34 44 TO 59 61 TO 80 91 92 102 -
103 TO 117 119 TO 126 128 TO 138 150 151 160 TO 175 177 TO 184 186 TO 196 -
209 218 TO 233
FC 20000 MEMB 2 TO 4 6 TO 14 16 TO 22 33 34 44 TO 59 61 TO 80 91 92 -
102 TO 117 119 TO 126 128 TO 138 150 151 160 TO 175 177 TO 184 186 TO 196 -
209 218 TO 233
FYMAIN 500000 MEMB 2 TO 4 6 TO 14 16 TO 22 33 34 44 TO 59 61 TO 80 91 92 102 -
103 TO 117 119 TO 126 128 TO 138 150 151 160 TO 175 177 TO 184 186 TO 196 -
209 218 TO 233
FYSEC 500000 ALL
MAXMAIN 12 ALL
MAXSEC 8 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
DESIGN BEAM 2 TO 4 6 TO 14 16 TO 22 33 34 61 TO 80 91 92 119 TO 126 -
128 TO 138 150 151 177 TO 184 186 TO 196 209
DESIGN COLUMN 44 TO 59 102 TO 117 160 TO 175 218 TO 233
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT ALL
FINISH
