STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Mar-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4.40001 0 0; 3 8.90002 0 0; 4 0 0 4.70001; 5 4.40001 0 4.70001;
6 8.90002 0 4.70001; 7 0 0 8.95002; 8 4.40001 0 8.95002; 9 8.90002 0 8.40002;
10 0 2.2 0; 11 4.40001 2.2 0; 12 8.90002 2.2 0; 13 0 2.2 4.70001;
14 4.40001 2.2 4.70001; 15 8.90002 2.2 4.70001; 16 0 2.2 8.95002;
17 4.40001 2.2 8.95002; 18 8.90002 2.2 8.40002; 19 0 2.2 10.31;
20 4.40001 2.2 10.31; 21 -0.485001 2.2 8.95002; 22 -0.485001 2.2 10.31;
23 0 5.50001 0; 24 4.40001 5.50001 0; 25 8.90002 5.50001 0;
26 0 5.50001 4.70001; 27 4.40001 5.50001 4.70001; 28 8.90002 5.50001 4.70001;
29 0 5.50001 8.95002; 30 4.40001 5.50001 8.95002; 31 8.90002 5.50001 8.40002;
32 0 5.50001 10.31; 33 4.40001 5.50001 10.31; 34 -0.485001 5.50001 8.95002;
35 -0.485001 5.50001 10.31; 36 0 8.80002 0; 37 4.40001 8.80002 0;
38 8.90002 8.80002 0; 39 0 8.80002 4.70001; 40 4.40001 8.80002 4.70001;
41 8.90002 8.80002 4.70001; 42 0 8.80002 8.95002; 43 4.40001 8.80002 8.95002;
44 8.90002 8.80002 8.40002; 45 0 8.80002 10.31; 46 4.40001 8.80002 10.31;
47 -0.485001 8.80002 8.95002; 48 -0.485001 8.80002 10.31; 49 13.9 8.80002 0;
50 13.9 8.80002 4.70001; 51 13.9 8.80002 8.40002; 52 13.9 6.60001 0;
53 13.9 6.60001 4.70001; 54 13.9 6.60001 8.40002; 55 0 12.1 0;
56 4.40001 12.1 0; 57 8.90002 12.1 0; 58 0 12.1 4.70001;
59 4.40001 12.1 4.70001; 60 8.90002 12.1 4.70001; 61 0 12.1 8.95002;
62 4.40001 12.1 8.95002; 63 8.90002 12.1 8.40002; 64 0 12.1 10.31;
65 4.40001 12.1 10.31; 66 -0.485001 12.1 8.95002; 67 -0.485001 12.1 10.31;
68 13.9 12.1 0; 69 13.9 12.1 4.70001; 70 13.9 12.1 8.40002; 71 0 15.4 0;
72 4.40001 15.4 0; 73 8.90002 15.4 0; 74 0 15.4 4.70001;
75 4.40001 15.4 4.70001; 76 8.90002 15.4 4.70001; 77 0 15.4 8.95002;
78 4.40001 15.4 8.95002; 79 8.90002 15.4 8.40002; 80 0 15.4 10.31;
81 4.40001 15.4 10.31; 82 -0.485001 15.4 8.95002; 83 -0.485001 15.4 10.31;
84 13.9 15.4 0; 85 13.9 15.4 4.70001; 86 13.9 15.4 8.40002; 87 0 18.7 0;
88 4.40001 18.7 0; 89 8.90002 18.7 0; 90 0 18.7 4.70001;
91 4.40001 18.7 4.70001; 92 8.90002 18.7 4.70001; 93 0 18.7 8.95002;
94 4.40001 18.7 8.95002; 95 8.90002 18.7 8.40002; 96 0 18.7 10.31;
97 4.40001 18.7 10.31; 98 -0.485001 18.7 8.95002; 99 -0.485001 18.7 10.31;
100 13.9 18.7 0; 101 13.9 18.7 4.70001; 102 13.9 18.7 8.40002; 103 0 22 0;
104 4.40001 22 0; 105 8.90002 22 0; 106 0 22 4.70001; 107 4.40001 22 4.70001;
108 8.90002 22 4.70001; 109 0 22 8.95002; 110 4.40001 22 8.95002;
111 8.90002 22 8.40002; 112 0 22 10.31; 113 4.40001 22 10.31;
114 -0.485001 22 8.95002; 115 -0.485001 22 10.31; 116 13.9 22 0;
117 13.9 22 4.70001; 118 13.9 22 8.40002; 119 13.9 13.75 0;
120 13.9 13.75 4.70001; 121 13.9 13.75 8.40002; 122 13.9 17.05 4.70001;
123 13.9 20.35 4.70001; 124 13.9 17.05 8.40002; 125 13.9 20.35 8.40002;
126 8.90002 25 4.70001; 127 8.90002 25 8.40002; 128 13.9 25 4.70001;
129 13.9 25 8.40002; 130 14.46 17.05 4.70001; 131 14.46 20.35 4.70001;
132 14.46 17.05 8.40002; 133 14.46 20.35 8.40002; 134 15.21 18.7 0;
135 15.21 18.7 4.70001; 136 15.21 22 0; 137 15.21 22 4.70001;
138 14.46 25 8.40002; 139 14.46 25 4.70001;
MEMBER INCIDENCES
1 1 10; 2 2 11; 3 3 12; 4 4 13; 5 5 14; 6 6 15; 7 7 16; 8 8 17; 9 9 18;
10 10 11; 11 11 12; 12 13 14; 13 14 15; 14 16 17; 15 17 18; 16 10 13; 17 13 16;
18 11 14; 19 14 17; 20 12 15; 21 15 18; 22 21 16; 23 19 20; 24 16 19; 25 17 20;
26 22 19; 27 21 22; 28 23 24; 29 24 25; 30 26 27; 31 27 28; 32 29 30; 33 30 31;
34 23 26; 35 26 29; 36 24 27; 37 27 30; 38 25 28; 39 28 31; 40 34 29; 41 32 33;
42 29 32; 43 30 33; 44 35 32; 45 34 35; 46 10 23; 47 11 24; 48 12 25; 49 13 26;
50 14 27; 51 15 28; 52 16 29; 53 17 30; 54 18 31; 55 36 37; 56 37 38; 57 39 40;
58 40 41; 59 42 43; 60 43 44; 61 36 39; 62 39 42; 63 37 40; 64 40 43; 65 38 41;
66 41 44; 67 47 42; 68 45 46; 69 42 45; 70 43 46; 71 48 45; 72 47 48; 73 23 36;
74 24 37; 75 25 38; 76 26 39; 77 27 40; 78 28 41; 79 29 42; 80 30 43; 81 31 44;
82 52 49; 83 53 50; 84 54 51; 85 38 49; 86 41 50; 87 44 51; 88 49 50; 89 50 51;
90 55 56; 91 56 57; 92 58 59; 93 59 60; 94 61 62; 95 62 63; 96 55 58; 97 58 61;
98 56 59; 99 59 62; 100 57 60; 101 60 63; 102 66 61; 103 64 65; 104 61 64;
105 62 65; 106 67 64; 107 66 67; 108 57 68; 109 60 69; 110 63 70; 111 68 69;
112 69 70; 113 36 55; 114 37 56; 115 38 57; 116 39 58; 117 40 59; 118 41 60;
119 42 61; 120 43 62; 121 44 63; 122 49 68; 123 50 69; 124 51 70; 125 71 72;
126 72 73; 127 74 75; 128 75 76; 129 77 78; 130 78 79; 131 71 74; 132 74 77;
133 72 75; 134 75 78; 135 73 76; 136 76 79; 137 82 77; 138 80 81; 139 77 80;
140 78 81; 141 83 80; 142 82 83; 143 73 84; 144 76 85; 145 79 86; 148 55 71;
149 56 72; 150 57 73; 151 58 74; 152 59 75; 153 60 76; 154 61 77; 155 62 78;
156 63 79; 157 68 119; 158 69 120; 159 70 121; 160 87 88; 161 88 89; 162 90 91;
163 91 92; 164 93 94; 165 94 95; 166 87 90; 167 90 93; 168 88 91; 169 91 94;
170 89 92; 171 92 95; 172 98 93; 173 96 97; 174 93 96; 175 94 97; 176 99 96;
177 98 99; 178 89 100; 179 92 101; 180 95 102; 181 100 101; 183 103 104;
184 104 105; 185 106 107; 186 107 108; 187 109 110; 188 110 111; 189 103 106;
190 106 109; 191 104 107; 192 107 110; 193 105 108; 194 108 111; 195 114 109;
196 112 113; 197 109 112; 198 110 113; 199 115 112; 200 114 115; 201 105 116;
202 108 117; 203 111 118; 204 116 117; 206 71 87; 207 87 103; 208 72 88;
209 88 104; 210 73 89; 211 89 105; 212 74 90; 213 90 106; 214 75 91;
215 91 107; 216 76 92; 217 92 108; 218 77 93; 219 93 109; 220 78 94;
221 94 110; 222 79 95; 223 95 111; 224 84 100; 225 100 116; 226 85 122;
227 101 123; 228 86 124; 229 102 125; 230 119 84; 231 120 85; 232 121 86;
233 122 101; 234 123 117; 235 124 102; 236 125 118; 237 119 120; 238 120 121;
239 122 124; 240 123 125; 241 126 127; 242 126 128; 243 127 129; 244 128 129;
245 108 126; 246 111 127; 247 117 128; 248 118 129; 249 130 132; 250 131 133;
251 130 122; 252 132 124; 253 131 123; 254 133 125; 255 134 135; 256 100 134;
257 101 135; 258 117 137; 259 116 136; 260 137 136; 261 128 139; 262 129 138;
263 138 139;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.236e+007
POISSON 0.17
DENSITY 23.6158
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 9 46 TO 54 73 TO 84 113 TO 124 148 TO 159 206 TO 236 245 TO 247 -
248 PRIS YD 0.4 ZD 0.4
10 TO 22 24 25 28 TO 40 42 43 55 TO 67 69 70 85 TO 102 104 105 108 TO 112 -
125 TO 137 139 140 143 TO 145 160 TO 172 174 175 178 TO 181 237 TO 240 251 -
252 TO 254 256 257 PRIS YD 0.4 ZD 0.35
183 TO 195 197 198 201 TO 204 241 TO 244 261 TO 263 PRIS YD 0.35 ZD 0.3
23 26 27 41 44 45 68 71 72 103 106 107 138 141 142 173 176 177 196 199 200 -
249 250 255 258 TO 260 PRIS YD 0.23 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 9 52 TO 54 FIXED
FLOOR HEIGHT
2.2; 5.5; 8.8; 12.1; 15.4; 18.7; 22; 25;
DEFINE 1893 LOAD
ZONE 0.36 RF 3 I 1.5 SS 3 ST 1 DM 0.05 DT 2.2
SELFWEIGHT 1
MEMBER WEIGHT
10 TO 23 25 TO 29 32 TO 35 38 TO 41 43 TO 45 55 56 59 TO 62 67 68 70 TO 72 -
85 87 TO 91 95 TO 97 101 108 TO 112 125 126 130 TO 132 135 143 TO 145 160 -
161 TO 170 172 173 175 TO 181 202 203 249 251 252 UNI 10.85
102 103 105 TO 107 137 138 140 TO 142 255 UNI 2.2
250 253 254 UNI 12.87
136 171 194 237 TO 240 UNI 11.13
256 257 UNI 4.95
FLOOR WEIGHT
YRANGE 0 19 FLOAD 5
YRANGE 19 25 FLOAD 5 XRANGE 4.4 14.46 ZRANGE 4.7 8.95
YRANGE 21 23 FLOAD 5 XRANGE -0.485 4.4 ZRANGE 8.95 10.31
YRANGE 21 23 FLOAD 1.5 XRANGE 13.9 15.21 ZRANGE 0 4.7
YRANGE 0 21 FLOAD 5
YRANGE 21 22 FLOAD 5 XRANGE 4.4 8.9 ZRANGE 4.7 8.95
LOAD 2 LOADTYPE Dead TITLE DEAD LOAD OF MAIN WALL
MEMBER LOAD
10 TO 23 25 TO 29 32 TO 35 38 TO 41 43 TO 45 55 56 59 TO 62 67 68 70 TO 72 -
85 87 TO 91 95 TO 97 101 108 TO 112 125 126 130 TO 132 135 143 TO 145 160 -
161 TO 170 172 173 175 TO 181 202 203 249 251 252 UNI GY -10.85
LOAD 3 LOADTYPE Dead TITLE DEAD LOAD OF PARAPET WALL
MEMBER LOAD
102 103 105 TO 107 137 138 140 TO 142 255 UNI GY -2.2
LOAD 4 LOADTYPE Dead TITLE DEAD LOAD OF FIRST FLOOR STAIRCASE WALL
MEMBER LOAD
250 253 254 UNI GY -12.87
LOAD 7 LOADTYPE Dead TITLE DEAD LOAD OF SLABS
FLOOR LOAD
YRANGE 0 19 FLOAD -5 GY
YRANGE 19 25 FLOAD -5 XRANGE 4.4 14.46 ZRANGE 4.7 8.95 GY
YRANGE 21 23 FLOAD -5 XRANGE -0.485 4.4 ZRANGE 8.95 10.31 GY
YRANGE 21 23 FLOAD -1.5 XRANGE 13.9 15.21 ZRANGE 0 4.7 GY
LOAD 6 LOADTYPE Dead TITLE DEAD LOAD ON STAIRCASE BEAM
MEMBER LOAD
136 171 194 237 TO 240 UNI GY -11.13
LOAD 5 LOADTYPE Dead TITLE DEAD LOAD OF FIRST FLOOR PARAPET WALL
MEMBER LOAD
256 257 UNI GY -4.95
LOAD 8 LOADTYPE Live REDUCIBLE TITLE LIVE LOAD OF FLOOR
FLOOR LOAD
YRANGE 0 21 FLOAD -5 GY
YRANGE 21 22 FLOAD -5 XRANGE 4.4 8.9 ZRANGE 4.7 8.95 GY
LOAD 1 LOADTYPE Dead TITLE SELF WEIGHT
SELFWEIGHT Y -1 LIST 1 TO 145 148 TO 181 183 TO 199 201 TO 204 206 TO 263
LOAD 9 LOADTYPE Seismic TITLE RESPONSE SPECTRUM X DIRECTION
SELFWEIGHT X 1 LIST ALL
SELFWEIGHT Y 1 LIST ALL
SELFWEIGHT Z 1 LIST ALL
MEMBER LOAD
10 TO 23 25 TO 29 32 TO 35 38 TO 41 43 TO 45 55 56 59 TO 62 67 68 70 TO 72 -
85 87 TO 91 95 TO 97 101 108 TO 112 125 126 130 TO 132 135 143 TO 145 160 -
161 TO 170 172 173 175 TO 181 202 203 249 251 252 UNI GX 10.85
10 TO 23 25 TO 29 32 TO 35 38 TO 41 43 TO 45 55 56 59 TO 62 67 68 70 TO 72 -
85 87 TO 91 95 TO 97 101 108 TO 112 125 126 130 TO 132 135 143 TO 145 160 -
161 TO 170 172 173 175 TO 181 202 203 249 251 252 UNI GY 10.85
10 TO 23 25 TO 29 32 TO 35 38 TO 41 43 TO 45 55 56 59 TO 62 67 68 70 TO 72 -
85 87 TO 91 95 TO 97 101 108 TO 112 125 126 130 TO 132 135 143 TO 145 160 -
161 TO 170 172 173 175 TO 181 202 203 249 251 252 UNI GZ 10.85
102 103 105 TO 107 137 138 140 TO 142 255 UNI GX 2.2
102 103 105 TO 107 137 138 140 TO 142 255 UNI GY 2.2
102 103 105 TO 107 137 138 140 TO 142 255 UNI GZ 2.2
250 253 254 UNI GX 12.87
250 253 254 UNI GY 12.87
250 253 254 UNI GZ 12.87
136 171 194 237 TO 240 UNI GX 11.13
136 171 194 237 TO 240 UNI GY 11.13
136 171 194 237 TO 240 UNI GZ 11.13
256 257 UNI GX 4.95
256 257 UNI GY 4.95
256 257 UNI GZ 4.95
FLOOR LOAD
YRANGE 0 19 FLOAD 5 GX
YRANGE 0 19 FLOAD 5 GY
YRANGE 0 19 FLOAD 5 GZ
YRANGE 19 25 FLOAD 5 XRANGE 4.4 14.46 ZRANGE 4.7 8.95 GX
YRANGE 19 25 FLOAD 5 XRANGE 4.4 14.46 ZRANGE 4.7 8.95 GY
YRANGE 19 25 FLOAD 5 XRANGE 4.4 14.46 ZRANGE 4.7 8.95 GZ
YRANGE 21 23 FLOAD 5 XRANGE -0.485 4.4 ZRANGE 8.95 10.31 GX
YRANGE 21 23 FLOAD 5 XRANGE -0.485 4.4 ZRANGE 8.95 10.31 GY
YRANGE 21 23 FLOAD 5 XRANGE -0.485 4.4 ZRANGE 8.95 10.31 GZ
YRANGE 21 23 FLOAD 1.5 XRANGE 13.9 15.21 ZRANGE 0 4.7 GX
YRANGE 21 23 FLOAD 1.5 XRANGE 13.9 15.21 ZRANGE 0 4.7 GY
YRANGE 21 23 FLOAD 1.5 XRANGE 13.9 15.21 ZRANGE 0 4.7 GZ
YRANGE 0 21 FLOAD 5 GX
YRANGE 0 21 FLOAD 5 GY
YRANGE 0 21 FLOAD 5 GZ
YRANGE 21 22 FLOAD 5 XRANGE 4.4 8.9 ZRANGE 4.7 8.95 GX
YRANGE 21 22 FLOAD 5 XRANGE 4.4 8.9 ZRANGE 4.7 8.95 GY
YRANGE 21 22 FLOAD 5 XRANGE 4.4 8.9 ZRANGE 4.7 8.95 GZ
SPECTRUM CSM 1893 X 0.195966 ACC DAMP 0.05
SOIL TYPE 3
LOAD 10 LOADTYPE Seismic TITLE RESPONSE SPECTRUM Z DIRECTION
SPECTRUM CSM 1893 Z 0.228 ACC DAMP 0.05
SOIL TYPE 3
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
2 1.5 3 1.5 4 1.5 7 1.5 6 1.5 5 1.5 1 1.5 8 1.5
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
2 1.2 3 1.2 4 1.2 7 1.2 6 1.2 5 1.2 1 1.2 8 1.2
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
2 1.2 3 1.2 4 1.2 7 1.2 6 1.2 5 1.2 1 1.2 8 1.2 9 1.2
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
2 1.2 3 1.2 4 1.2 7 1.2 6 1.2 5 1.2 1 1.2 8 1.2 10 1.2
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
2 1.2 3 1.2 4 1.2 7 1.2 6 1.2 5 1.2 1 1.2 8 1.2 9 -1.2
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
2 1.2 3 1.2 4 1.2 7 1.2 6 1.2 5 1.2 1 1.2 8 1.2 10 -1.2
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
2 1.5 3 1.5 4 1.5 7 1.5 6 1.5 5 1.5 1 1.5
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
2 1.5 3 1.5 4 1.5 7 1.5 6 1.5 5 1.5 1 1.5 9 1.5
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
2 1.5 3 1.5 4 1.5 7 1.5 6 1.5 5 1.5 1 1.5 10 1.5
LOAD COMB 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
2 1.5 3 1.5 4 1.5 7 1.5 6 1.5 5 1.5 1 1.5 9 -1.5
LOAD COMB 21 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
2 1.5 3 1.5 4 1.5 7 1.5 6 1.5 5 1.5 1 1.5 10 -1.5
LOAD COMB 22 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
2 0.9 3 0.9 4 0.9 7 0.9 6 0.9 5 0.9 1 0.9 9 1.5
LOAD COMB 23 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
2 0.9 3 0.9 4 0.9 7 0.9 6 0.9 5 0.9 1 0.9 10 1.5
LOAD COMB 24 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
2 0.9 3 0.9 4 0.9 7 0.9 6 0.9 5 0.9 1 0.9 9 -1.5
LOAD COMB 25 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
2 0.9 3 0.9 4 0.9 7 0.9 6 0.9 5 0.9 1 0.9 10 -1.5
LOAD COMB 26 GENERATED INDIAN CODE GENRAL_STRUCTURES 16
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 8 1.0
LOAD COMB 27 GENERATED INDIAN CODE GENRAL_STRUCTURES 17
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 9 1.0
LOAD COMB 28 GENERATED INDIAN CODE GENRAL_STRUCTURES 18
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 10 1.0
LOAD COMB 29 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 9 -1.0
LOAD COMB 30 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 10 -1.0
LOAD COMB 31 GENERATED INDIAN CODE GENRAL_STRUCTURES 21
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 8 0.8 9 0.8
LOAD COMB 32 GENERATED INDIAN CODE GENRAL_STRUCTURES 22
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 8 0.8 10 0.8
LOAD COMB 33 GENERATED INDIAN CODE GENRAL_STRUCTURES 23
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 8 0.8 9 -0.8
LOAD COMB 34 GENERATED INDIAN CODE GENRAL_STRUCTURES 24
2 1.0 3 1.0 4 1.0 7 1.0 6 1.0 5 1.0 1 1.0 8 0.8 10 -0.8
PERFORM ANALYSIS PRINT MODE SHAPES
PRINT ANALYSIS RESULTS
PERFORM ANALYSIS
PRINT CG LIST 1 TO 145 148 TO 181 183 TO 204 206 TO 260 262 263
PRINT MODE SHAPES
FINISH
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*** NOTES: MASSES DEFINED UNDER LOAD #9 WILL FORM can you please give me a solution to tackle this problem?? here are my input model
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