Saturday, 24 August 2013
Wednesday, 14 August 2013
Analysis and design of multistory building
Steps involving in analysis and design of multistory building
- modelling
- analyzing
- designing
To create the geometry of building
2 dimensional
- plan
- elevation
- sectional views
3 dimensional
- isometric view
- walk through
- 3d views
- REVIT (MORE INFO)
- ARCHICAD(MORE INFO)
- MicroStation (MORE INFO)
Analyzing :
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Steps involving in analysis
- calculation of loads
- finding the internal force created by loads acting on the structure
- finding the displacement
loads
static load
- dead load
- live load
- wind load
- seismic load
- bending moment
- shear force
- torsion
- vertical displacement (deflection)
- horizontal displacement
- rotation
- staadpro
SOFTWARE USED FOR ANALYZING
- STAADPRO (MORE INFO)
- ROBOT STRUCTURAL ANALYSIS(MORE INFO)
- ETABS (MORE INFO)
proved the sufficient materials to resist internal force created by loads
- concrete (compressive strength)
- steel(tensile force )
Tuesday, 13 August 2013
staadpro v8i seismic analysis
staadpro v8i seismic analysis (as per Indian code-IS1893)
staadpro tutorial video file
seismic analysis manual method
download
staad file
download
EXCEL FILE LOAD JOINT WEIGHT CALCULATION
STAAD FILE FOR JOINT WEIGHT CALCULATION
(DOWNLOAD) staad editor file
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 13-Aug-13
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 6 0 0; 4 9 0 0; 5 12 0 0; 6 0 3 0; 7 3 3 0; 8 6 3 0;
9 9 3 0; 10 12 3 0; 11 0 6 0; 12 3 6 0; 13 6 6 0; 14 9 6 0; 15 12 6 0;
16 0 9 0; 17 3 9 0; 18 6 9 0; 19 9 9 0; 20 12 9 0; 21 0 12 0; 22 3 12 0;
23 6 12 0; 24 9 12 0; 25 12 12 0; 26 0 15 0; 27 3 15 0; 28 6 15 0;
29 9 15 0; 30 12 15 0; 31 0 0 3; 32 3 0 3; 33 6 0 3; 34 9 0 3;
35 12 0 3; 36 0 3 3; 37 3 3 3; 38 6 3 3; 39 9 3 3; 40 12 3 3; 41 0 6 3;
42 3 6 3; 43 6 6 3; 44 9 6 3; 45 12 6 3; 46 0 9 3; 47 3 9 3; 48 6 9 3;
49 9 9 3; 50 12 9 3; 51 0 12 3; 52 3 12 3; 53 6 12 3; 54 9 12 3;
55 12 12 3; 56 0 15 3; 57 3 15 3; 58 6 15 3; 59 9 15 3; 60 12 15 3;
61 0 0 6; 62 3 0 6; 63 6 0 6; 64 9 0 6; 65 12 0 6; 66 0 3 6; 67 3 3 6;
68 6 3 6; 69 9 3 6; 70 12 3 6; 71 0 6 6; 72 3 6 6; 73 6 6 6; 74 9 6 6;
75 12 6 6; 76 0 9 6; 77 3 9 6; 78 6 9 6; 79 9 9 6; 80 12 9 6; 81 0 12 6;
82 3 12 6; 83 6 12 6; 84 9 12 6; 85 12 12 6; 86 0 15 6; 87 3 15 6;
88 6 15 6; 89 9 15 6; 90 12 15 6; 91 0 0 9; 92 3 0 9; 93 6 0 9;
94 9 0 9; 95 12 0 9; 96 0 3 9; 97 3 3 9; 98 6 3 9; 99 9 3 9; 100 12 3 9;
101 0 6 9; 102 3 6 9; 103 6 6 9; 104 9 6 9; 105 12 6 9; 106 0 9 9;
107 3 9 9; 108 6 9 9; 109 9 9 9; 110 12 9 9; 111 0 12 9; 112 3 12 9;
113 6 12 9; 114 9 12 9; 115 12 12 9; 116 0 15 9; 117 3 15 9; 118 6 15 9;
119 9 15 9; 120 12 15 9; 121 0 0 12; 122 3 0 12; 123 6 0 12; 124 9 0 12;
125 12 0 12; 126 0 3 12; 127 3 3 12; 128 6 3 12; 129 9 3 12;
130 12 3 12; 131 0 6 12; 132 3 6 12; 133 6 6 12; 134 9 6 12;
135 12 6 12; 136 0 9 12; 137 3 9 12; 138 6 9 12; 139 9 9 12;
140 12 9 12; 141 0 12 12; 142 3 12 12; 143 6 12 12; 144 9 12 12;
145 12 12 12; 146 0 15 12; 147 3 15 12; 148 6 15 12; 149 9 15 12;
150 12 15 12;
MEMBER INCIDENCES
1 6 7; 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15;
9 16 17; 10 17 18; 11 18 19; 12 19 20; 13 21 22; 14 22 23; 15 23 24;
16 24 25; 17 26 27; 18 27 28; 19 28 29; 20 29 30; 21 1 6; 22 2 7;
23 3 8; 24 4 9; 25 5 10; 26 6 11; 27 7 12; 28 8 13; 29 9 14; 30 10 15;
31 11 16; 32 12 17; 33 13 18; 34 14 19; 35 15 20; 36 16 21; 37 17 22;
38 18 23; 39 19 24; 40 20 25; 41 21 26; 42 22 27; 43 23 28; 44 24 29;
45 25 30; 46 36 37; 47 37 38; 48 38 39; 49 39 40; 50 41 42; 51 42 43;
52 43 44; 53 44 45; 54 46 47; 55 47 48; 56 48 49; 57 49 50; 58 51 52;
59 52 53; 60 53 54; 61 54 55; 62 56 57; 63 57 58; 64 58 59; 65 59 60;
66 31 36; 67 32 37; 68 33 38; 69 34 39; 70 35 40; 71 36 41; 72 37 42;
73 38 43; 74 39 44; 75 40 45; 76 41 46; 77 42 47; 78 43 48; 79 44 49;
80 45 50; 81 46 51; 82 47 52; 83 48 53; 84 49 54; 85 50 55; 86 51 56;
87 52 57; 88 53 58; 89 54 59; 90 55 60; 91 66 67; 92 67 68; 93 68 69;
94 69 70; 95 71 72; 96 72 73; 97 73 74; 98 74 75; 99 76 77; 100 77 78;
101 78 79; 102 79 80; 103 81 82; 104 82 83; 105 83 84; 106 84 85;
107 86 87; 108 87 88; 109 88 89; 110 89 90; 111 61 66; 112 62 67;
113 63 68; 114 64 69; 115 65 70; 116 66 71; 117 67 72; 118 68 73;
119 69 74; 120 70 75; 121 71 76; 122 72 77; 123 73 78; 124 74 79;
125 75 80; 126 76 81; 127 77 82; 128 78 83; 129 79 84; 130 80 85;
131 81 86; 132 82 87; 133 83 88; 134 84 89; 135 85 90; 136 96 97;
137 97 98; 138 98 99; 139 99 100; 140 101 102; 141 102 103; 142 103 104;
143 104 105; 144 106 107; 145 107 108; 146 108 109; 147 109 110;
148 111 112; 149 112 113; 150 113 114; 151 114 115; 152 116 117;
153 117 118; 154 118 119; 155 119 120; 156 91 96; 157 92 97; 158 93 98;
159 94 99; 160 95 100; 161 96 101; 162 97 102; 163 98 103; 164 99 104;
165 100 105; 166 101 106; 167 102 107; 168 103 108; 169 104 109;
170 105 110; 171 106 111; 172 107 112; 173 108 113; 174 109 114;
175 110 115; 176 111 116; 177 112 117; 178 113 118; 179 114 119;
180 115 120; 181 126 127; 182 127 128; 183 128 129; 184 129 130;
185 131 132; 186 132 133; 187 133 134; 188 134 135; 189 136 137;
190 137 138; 191 138 139; 192 139 140; 193 141 142; 194 142 143;
195 143 144; 196 144 145; 197 146 147; 198 147 148; 199 148 149;
200 149 150; 201 121 126; 202 122 127; 203 123 128; 204 124 129;
205 125 130; 206 126 131; 207 127 132; 208 128 133; 209 129 134;
210 130 135; 211 131 136; 212 132 137; 213 133 138; 214 134 139;
215 135 140; 216 136 141; 217 137 142; 218 138 143; 219 139 144;
220 140 145; 221 141 146; 222 142 147; 223 143 148; 224 144 149;
225 145 150; 226 6 36; 227 7 37; 228 8 38; 229 9 39; 230 10 40;
231 11 41; 232 12 42; 233 13 43; 234 14 44; 235 15 45; 236 16 46;
237 17 47; 238 18 48; 239 19 49; 240 20 50; 241 21 51; 242 22 52;
243 23 53; 244 24 54; 245 25 55; 246 26 56; 247 27 57; 248 28 58;
249 29 59; 250 30 60; 251 36 66; 252 37 67; 253 38 68; 254 39 69;
255 40 70; 256 41 71; 257 42 72; 258 43 73; 259 44 74; 260 45 75;
261 46 76; 262 47 77; 263 48 78; 264 49 79; 265 50 80; 266 51 81;
267 52 82; 268 53 83; 269 54 84; 270 55 85; 271 56 86; 272 57 87;
273 58 88; 274 59 89; 275 60 90; 276 66 96; 277 67 97; 278 68 98;
279 69 99; 280 70 100; 281 71 101; 282 72 102; 283 73 103; 284 74 104;
285 75 105; 286 76 106; 287 77 107; 288 78 108; 289 79 109; 290 80 110;
291 81 111; 292 82 112; 293 83 113; 294 84 114; 295 85 115; 296 86 116;
297 87 117; 298 88 118; 299 89 119; 300 90 120; 301 96 126; 302 97 127;
303 98 128; 304 99 129; 305 100 130; 306 101 131; 307 102 132;
308 103 133; 309 104 134; 310 105 135; 311 106 136; 312 107 137;
313 108 138; 314 109 139; 315 110 140; 316 111 141; 317 112 142;
318 113 143; 319 114 144; 320 115 145; 321 116 146; 322 117 147;
323 118 148; 324 119 149; 325 120 150;
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
1 TO 325 PRIS YD 0.23 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 5 31 TO 35 61 TO 65 91 TO 95 121 TO 125 FIXED
DEFINE 1893 LOAD
ZONE 0.16 RF 5 I 1 SS 1 ST 1 DM 5
JOINT WEIGHT
1 weight 3.378
2 weight 2.84
3 weight 2.951
4 weight 3.028
5 weight 1.87
6 weight 37.007
7 weight 60.892
8 weight 59.223
9 weight 61.268
10 weight 33.371
11 weight 33.416
12 weight 58.165
13 weight 56.809
14 weight 58.051
15 weight 34.008
16 weight 33.621
17 weight 58.413
18 weight 56.9
19 weight 58.343
20 weight 33.851
21 weight 36.065
22 weight 59.56
23 weight 58.718
24 weight 60
25 weight 34.169
26 weight 24.309
27 weight 52.658
28 weight 49.289
29 weight 51.836
30 weight 30.525
31 weight 2.84
32 weight 1.612
33 weight 1.737
34 weight 1.87
35 weight 0.712
36 weight 60.892
37 weight 98.9
38 weight 96.574
39 weight 99.424
40 weight 55.714
41 weight 58.165
42 weight 98.472
43 weight 96.591
44 weight 98.318
45 weight 58.981
46 weight 58.413
47 weight 98.695
48 weight 96.623
49 weight 98.607
50 weight 58.709
51 weight 59.56
52 weight 97.445
53 weight 96.148
54 weight 98.021
55 weight 57.01
56 weight 52.658
57 weight 100.406
58 weight 96.017
59 weight 99.288
60 weight 61.4
61 weight 2.951
62 weight 1.737
63 weight 1.87
64 weight 2.003
65 weight 0.789
66 weight 59.223
67 weight 96.574
68 weight 94.17
69 weight 97.11
70 weight 53.979
71 weight 56.809
72 weight 96.591
73 weight 94.665
74 weight 96.433
75 weight 57.645
76 weight 56.9
77 weight 96.623
78 weight 94.485
79 weight 96.531
80 weight 57.208
81 weight 58.718
82 weight 96.148
83 weight 94.849
84 weight 96.746
85 weight 56.092
86 weight 49.289
87 weight 96.017
88 weight 91.42
89 weight 94.869
90 weight 58.173
91 weight 3.028
92 weight 1.87
93 weight 2.003
94 weight 2.128
95 weight 0.9
96 weight 61.268
97 weight 99.424
98 weight 97.11
99 weight 99.948
100 weight 56.09
101 weight 58.051
102 weight 98.318
103 weight 96.433
104 weight 98.164
105 weight 58.867
106 weight 58.343
107 weight 98.607
108 weight 96.531
109 weight 98.519
110 weight 58.639
111 weight 60
112 weight 98.021
113 weight 96.746
114 weight 98.597
115 weight 57.45
116 weight 51.836
117 weight 99.288
118 weight 94.869
119 weight 98.17
120 weight 60.578
121 weight 1.87
122 weight 0.712
123 weight 0.789
124 weight 0.9
125 weight 0.362
126 weight 33.371
127 weight 55.714
128 weight 53.979
129 weight 56.09
130 weight 29.735
131 weight 34.008
132 weight 58.981
133 weight 57.645
134 weight 58.867
135 weight 34.6
136 weight 33.851
137 weight 58.709
138 weight 57.208
139 weight 58.639
140 weight 34.081
141 weight 34.169
142 weight 57.01
143 weight 56.092
144 weight 57.45
145 weight 32.273
146 weight 30.525
147 weight 61.4
148 weight 58.173
149 weight 60.578
150 weight 36.741
LOAD 1 LOADTYPE Seismic TITLE LOAD CASE 1
1893 LOAD X 1
LOAD 2 LOADTYPE Dead TITLE LOAD CASE 2
SELFWEIGHT Y -1 LIST 1 TO 325
MEMBER LOAD
1 TO 20 46 TO 65 91 TO 110 136 TO 155 181 TO 200 226 TO 325 UNI GY -3.5
FLOOR LOAD
YRANGE 0 100 FLOAD -3.5 XRANGE 0 100 ZRANGE 0 100 GY
LOAD 3 LOADTYPE Live REDUCIBLE TITLE LOAD CASE 3
FLOOR LOAD
YRANGE 0 100 FLOAD -2.5 XRANGE 0 100 ZRANGE 0 100 GY
LOAD COMB 4 Generated Indian Code Genral_Structures 1
2 1.5 3 1.5
LOAD COMB 5 Generated Indian Code Genral_Structures 2
2 1.2 3 1.2
LOAD COMB 6 Generated Indian Code Genral_Structures 3
2 1.2 3 1.2 1 1.2
LOAD COMB 7 Generated Indian Code Genral_Structures 4
2 1.2 3 1.2 1 -1.2
LOAD COMB 8 Generated Indian Code Genral_Structures 5
2 1.5
LOAD COMB 9 Generated Indian Code Genral_Structures 6
2 1.5 1 1.5
LOAD COMB 10 Generated Indian Code Genral_Structures 7
2 1.5 1 -1.5
LOAD COMB 11 Generated Indian Code Genral_Structures 8
2 0.9 1 1.5
LOAD COMB 12 Generated Indian Code Genral_Structures 9
2 0.9 1 -1.5
FINISH
seismic analysis manual method
download
staad file
download
EXCEL FILE LOAD JOINT WEIGHT CALCULATION
STAAD FILE FOR JOINT WEIGHT CALCULATION
(DOWNLOAD) staad editor file
STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 13-Aug-13
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3 0 0; 3 6 0 0; 4 9 0 0; 5 12 0 0; 6 0 3 0; 7 3 3 0; 8 6 3 0;
9 9 3 0; 10 12 3 0; 11 0 6 0; 12 3 6 0; 13 6 6 0; 14 9 6 0; 15 12 6 0;
16 0 9 0; 17 3 9 0; 18 6 9 0; 19 9 9 0; 20 12 9 0; 21 0 12 0; 22 3 12 0;
23 6 12 0; 24 9 12 0; 25 12 12 0; 26 0 15 0; 27 3 15 0; 28 6 15 0;
29 9 15 0; 30 12 15 0; 31 0 0 3; 32 3 0 3; 33 6 0 3; 34 9 0 3;
35 12 0 3; 36 0 3 3; 37 3 3 3; 38 6 3 3; 39 9 3 3; 40 12 3 3; 41 0 6 3;
42 3 6 3; 43 6 6 3; 44 9 6 3; 45 12 6 3; 46 0 9 3; 47 3 9 3; 48 6 9 3;
49 9 9 3; 50 12 9 3; 51 0 12 3; 52 3 12 3; 53 6 12 3; 54 9 12 3;
55 12 12 3; 56 0 15 3; 57 3 15 3; 58 6 15 3; 59 9 15 3; 60 12 15 3;
61 0 0 6; 62 3 0 6; 63 6 0 6; 64 9 0 6; 65 12 0 6; 66 0 3 6; 67 3 3 6;
68 6 3 6; 69 9 3 6; 70 12 3 6; 71 0 6 6; 72 3 6 6; 73 6 6 6; 74 9 6 6;
75 12 6 6; 76 0 9 6; 77 3 9 6; 78 6 9 6; 79 9 9 6; 80 12 9 6; 81 0 12 6;
82 3 12 6; 83 6 12 6; 84 9 12 6; 85 12 12 6; 86 0 15 6; 87 3 15 6;
88 6 15 6; 89 9 15 6; 90 12 15 6; 91 0 0 9; 92 3 0 9; 93 6 0 9;
94 9 0 9; 95 12 0 9; 96 0 3 9; 97 3 3 9; 98 6 3 9; 99 9 3 9; 100 12 3 9;
101 0 6 9; 102 3 6 9; 103 6 6 9; 104 9 6 9; 105 12 6 9; 106 0 9 9;
107 3 9 9; 108 6 9 9; 109 9 9 9; 110 12 9 9; 111 0 12 9; 112 3 12 9;
113 6 12 9; 114 9 12 9; 115 12 12 9; 116 0 15 9; 117 3 15 9; 118 6 15 9;
119 9 15 9; 120 12 15 9; 121 0 0 12; 122 3 0 12; 123 6 0 12; 124 9 0 12;
125 12 0 12; 126 0 3 12; 127 3 3 12; 128 6 3 12; 129 9 3 12;
130 12 3 12; 131 0 6 12; 132 3 6 12; 133 6 6 12; 134 9 6 12;
135 12 6 12; 136 0 9 12; 137 3 9 12; 138 6 9 12; 139 9 9 12;
140 12 9 12; 141 0 12 12; 142 3 12 12; 143 6 12 12; 144 9 12 12;
145 12 12 12; 146 0 15 12; 147 3 15 12; 148 6 15 12; 149 9 15 12;
150 12 15 12;
MEMBER INCIDENCES
1 6 7; 2 7 8; 3 8 9; 4 9 10; 5 11 12; 6 12 13; 7 13 14; 8 14 15;
9 16 17; 10 17 18; 11 18 19; 12 19 20; 13 21 22; 14 22 23; 15 23 24;
16 24 25; 17 26 27; 18 27 28; 19 28 29; 20 29 30; 21 1 6; 22 2 7;
23 3 8; 24 4 9; 25 5 10; 26 6 11; 27 7 12; 28 8 13; 29 9 14; 30 10 15;
31 11 16; 32 12 17; 33 13 18; 34 14 19; 35 15 20; 36 16 21; 37 17 22;
38 18 23; 39 19 24; 40 20 25; 41 21 26; 42 22 27; 43 23 28; 44 24 29;
45 25 30; 46 36 37; 47 37 38; 48 38 39; 49 39 40; 50 41 42; 51 42 43;
52 43 44; 53 44 45; 54 46 47; 55 47 48; 56 48 49; 57 49 50; 58 51 52;
59 52 53; 60 53 54; 61 54 55; 62 56 57; 63 57 58; 64 58 59; 65 59 60;
66 31 36; 67 32 37; 68 33 38; 69 34 39; 70 35 40; 71 36 41; 72 37 42;
73 38 43; 74 39 44; 75 40 45; 76 41 46; 77 42 47; 78 43 48; 79 44 49;
80 45 50; 81 46 51; 82 47 52; 83 48 53; 84 49 54; 85 50 55; 86 51 56;
87 52 57; 88 53 58; 89 54 59; 90 55 60; 91 66 67; 92 67 68; 93 68 69;
94 69 70; 95 71 72; 96 72 73; 97 73 74; 98 74 75; 99 76 77; 100 77 78;
101 78 79; 102 79 80; 103 81 82; 104 82 83; 105 83 84; 106 84 85;
107 86 87; 108 87 88; 109 88 89; 110 89 90; 111 61 66; 112 62 67;
113 63 68; 114 64 69; 115 65 70; 116 66 71; 117 67 72; 118 68 73;
119 69 74; 120 70 75; 121 71 76; 122 72 77; 123 73 78; 124 74 79;
125 75 80; 126 76 81; 127 77 82; 128 78 83; 129 79 84; 130 80 85;
131 81 86; 132 82 87; 133 83 88; 134 84 89; 135 85 90; 136 96 97;
137 97 98; 138 98 99; 139 99 100; 140 101 102; 141 102 103; 142 103 104;
143 104 105; 144 106 107; 145 107 108; 146 108 109; 147 109 110;
148 111 112; 149 112 113; 150 113 114; 151 114 115; 152 116 117;
153 117 118; 154 118 119; 155 119 120; 156 91 96; 157 92 97; 158 93 98;
159 94 99; 160 95 100; 161 96 101; 162 97 102; 163 98 103; 164 99 104;
165 100 105; 166 101 106; 167 102 107; 168 103 108; 169 104 109;
170 105 110; 171 106 111; 172 107 112; 173 108 113; 174 109 114;
175 110 115; 176 111 116; 177 112 117; 178 113 118; 179 114 119;
180 115 120; 181 126 127; 182 127 128; 183 128 129; 184 129 130;
185 131 132; 186 132 133; 187 133 134; 188 134 135; 189 136 137;
190 137 138; 191 138 139; 192 139 140; 193 141 142; 194 142 143;
195 143 144; 196 144 145; 197 146 147; 198 147 148; 199 148 149;
200 149 150; 201 121 126; 202 122 127; 203 123 128; 204 124 129;
205 125 130; 206 126 131; 207 127 132; 208 128 133; 209 129 134;
210 130 135; 211 131 136; 212 132 137; 213 133 138; 214 134 139;
215 135 140; 216 136 141; 217 137 142; 218 138 143; 219 139 144;
220 140 145; 221 141 146; 222 142 147; 223 143 148; 224 144 149;
225 145 150; 226 6 36; 227 7 37; 228 8 38; 229 9 39; 230 10 40;
231 11 41; 232 12 42; 233 13 43; 234 14 44; 235 15 45; 236 16 46;
237 17 47; 238 18 48; 239 19 49; 240 20 50; 241 21 51; 242 22 52;
243 23 53; 244 24 54; 245 25 55; 246 26 56; 247 27 57; 248 28 58;
249 29 59; 250 30 60; 251 36 66; 252 37 67; 253 38 68; 254 39 69;
255 40 70; 256 41 71; 257 42 72; 258 43 73; 259 44 74; 260 45 75;
261 46 76; 262 47 77; 263 48 78; 264 49 79; 265 50 80; 266 51 81;
267 52 82; 268 53 83; 269 54 84; 270 55 85; 271 56 86; 272 57 87;
273 58 88; 274 59 89; 275 60 90; 276 66 96; 277 67 97; 278 68 98;
279 69 99; 280 70 100; 281 71 101; 282 72 102; 283 73 103; 284 74 104;
285 75 105; 286 76 106; 287 77 107; 288 78 108; 289 79 109; 290 80 110;
291 81 111; 292 82 112; 293 83 113; 294 84 114; 295 85 115; 296 86 116;
297 87 117; 298 88 118; 299 89 119; 300 90 120; 301 96 126; 302 97 127;
303 98 128; 304 99 129; 305 100 130; 306 101 131; 307 102 132;
308 103 133; 309 104 134; 310 105 135; 311 106 136; 312 107 137;
313 108 138; 314 109 139; 315 110 140; 316 111 141; 317 112 142;
318 113 143; 319 114 144; 320 115 145; 321 116 146; 322 117 147;
323 118 148; 324 119 149; 325 120 150;
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
1 TO 325 PRIS YD 0.23 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 5 31 TO 35 61 TO 65 91 TO 95 121 TO 125 FIXED
DEFINE 1893 LOAD
ZONE 0.16 RF 5 I 1 SS 1 ST 1 DM 5
JOINT WEIGHT
1 weight 3.378
2 weight 2.84
3 weight 2.951
4 weight 3.028
5 weight 1.87
6 weight 37.007
7 weight 60.892
8 weight 59.223
9 weight 61.268
10 weight 33.371
11 weight 33.416
12 weight 58.165
13 weight 56.809
14 weight 58.051
15 weight 34.008
16 weight 33.621
17 weight 58.413
18 weight 56.9
19 weight 58.343
20 weight 33.851
21 weight 36.065
22 weight 59.56
23 weight 58.718
24 weight 60
25 weight 34.169
26 weight 24.309
27 weight 52.658
28 weight 49.289
29 weight 51.836
30 weight 30.525
31 weight 2.84
32 weight 1.612
33 weight 1.737
34 weight 1.87
35 weight 0.712
36 weight 60.892
37 weight 98.9
38 weight 96.574
39 weight 99.424
40 weight 55.714
41 weight 58.165
42 weight 98.472
43 weight 96.591
44 weight 98.318
45 weight 58.981
46 weight 58.413
47 weight 98.695
48 weight 96.623
49 weight 98.607
50 weight 58.709
51 weight 59.56
52 weight 97.445
53 weight 96.148
54 weight 98.021
55 weight 57.01
56 weight 52.658
57 weight 100.406
58 weight 96.017
59 weight 99.288
60 weight 61.4
61 weight 2.951
62 weight 1.737
63 weight 1.87
64 weight 2.003
65 weight 0.789
66 weight 59.223
67 weight 96.574
68 weight 94.17
69 weight 97.11
70 weight 53.979
71 weight 56.809
72 weight 96.591
73 weight 94.665
74 weight 96.433
75 weight 57.645
76 weight 56.9
77 weight 96.623
78 weight 94.485
79 weight 96.531
80 weight 57.208
81 weight 58.718
82 weight 96.148
83 weight 94.849
84 weight 96.746
85 weight 56.092
86 weight 49.289
87 weight 96.017
88 weight 91.42
89 weight 94.869
90 weight 58.173
91 weight 3.028
92 weight 1.87
93 weight 2.003
94 weight 2.128
95 weight 0.9
96 weight 61.268
97 weight 99.424
98 weight 97.11
99 weight 99.948
100 weight 56.09
101 weight 58.051
102 weight 98.318
103 weight 96.433
104 weight 98.164
105 weight 58.867
106 weight 58.343
107 weight 98.607
108 weight 96.531
109 weight 98.519
110 weight 58.639
111 weight 60
112 weight 98.021
113 weight 96.746
114 weight 98.597
115 weight 57.45
116 weight 51.836
117 weight 99.288
118 weight 94.869
119 weight 98.17
120 weight 60.578
121 weight 1.87
122 weight 0.712
123 weight 0.789
124 weight 0.9
125 weight 0.362
126 weight 33.371
127 weight 55.714
128 weight 53.979
129 weight 56.09
130 weight 29.735
131 weight 34.008
132 weight 58.981
133 weight 57.645
134 weight 58.867
135 weight 34.6
136 weight 33.851
137 weight 58.709
138 weight 57.208
139 weight 58.639
140 weight 34.081
141 weight 34.169
142 weight 57.01
143 weight 56.092
144 weight 57.45
145 weight 32.273
146 weight 30.525
147 weight 61.4
148 weight 58.173
149 weight 60.578
150 weight 36.741
LOAD 1 LOADTYPE Seismic TITLE LOAD CASE 1
1893 LOAD X 1
LOAD 2 LOADTYPE Dead TITLE LOAD CASE 2
SELFWEIGHT Y -1 LIST 1 TO 325
MEMBER LOAD
1 TO 20 46 TO 65 91 TO 110 136 TO 155 181 TO 200 226 TO 325 UNI GY -3.5
FLOOR LOAD
YRANGE 0 100 FLOAD -3.5 XRANGE 0 100 ZRANGE 0 100 GY
LOAD 3 LOADTYPE Live REDUCIBLE TITLE LOAD CASE 3
FLOOR LOAD
YRANGE 0 100 FLOAD -2.5 XRANGE 0 100 ZRANGE 0 100 GY
LOAD COMB 4 Generated Indian Code Genral_Structures 1
2 1.5 3 1.5
LOAD COMB 5 Generated Indian Code Genral_Structures 2
2 1.2 3 1.2
LOAD COMB 6 Generated Indian Code Genral_Structures 3
2 1.2 3 1.2 1 1.2
LOAD COMB 7 Generated Indian Code Genral_Structures 4
2 1.2 3 1.2 1 -1.2
LOAD COMB 8 Generated Indian Code Genral_Structures 5
2 1.5
LOAD COMB 9 Generated Indian Code Genral_Structures 6
2 1.5 1 1.5
LOAD COMB 10 Generated Indian Code Genral_Structures 7
2 1.5 1 -1.5
LOAD COMB 11 Generated Indian Code Genral_Structures 8
2 0.9 1 1.5
LOAD COMB 12 Generated Indian Code Genral_Structures 9
2 0.9 1 -1.5
FINISH
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