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https://www.youtube.com/user/staadprotutorials

about me.....

Arul.s

+6584381634(whatsapp)
contactmearul@gmail.com,Subramaniyan.A@cschl.com.sg 

little india

Singapore

Pushover Analysis

STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 22-Jun-05
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 0 10 0; 3 10 10 0; 4 10 0 0; 5 0 0 10; 6 0 10 10; 7 10 10 10;
8 10 0 10; 9 0 0 20; 10 0 10 20; 11 10 10 20; 12 10 0 20; 13 20 10 0;
14 20 0 0; 15 20 10 10; 16 20 0 10; 17 20 10 20; 18 20 0 20; 19 30 10 0;
20 30 0 0; 21 30 10 10; 22 30 0 10; 23 30 10 20; 24 30 0 20; 25 40 10 0;
26 40 0 0; 27 40 10 10; 28 40 0 10; 29 40 10 20; 30 40 0 20; 31 0 20 0;
32 10 20 0; 33 0 20 10; 34 10 20 10; 35 0 20 20; 36 10 20 20; 37 20 20 0;
38 20 20 10; 39 20 20 20; 40 30 20 0; 41 30 20 10; 42 30 20 20; 43 40 20 0;
44 40 20 10; 45 40 20 20; 46 0 30 0; 47 10 30 0; 48 0 30 10; 49 10 30 10;
50 0 30 20; 51 10 30 20; 52 20 30 0; 53 20 30 10; 54 20 30 20; 55 30 30 0;
56 30 30 10; 57 30 30 20; 58 40 30 0; 59 40 30 10; 60 40 30 20; 61 0 40 0;
62 10 40 0; 63 0 40 10; 64 10 40 10; 65 0 40 20; 66 10 40 20; 67 20 40 0;
68 20 40 10; 69 20 40 20; 70 30 40 0; 71 30 40 10; 72 30 40 20; 73 40 40 0;
74 40 40 10; 75 40 40 20; 76 0 50 0; 77 10 50 0; 78 0 50 10; 79 10 50 10;
80 0 50 20; 81 10 50 20; 82 20 50 0; 83 20 50 10; 84 20 50 20; 85 30 50 0;
86 30 50 10; 87 30 50 20; 88 40 50 0; 89 40 50 10; 90 40 50 20; 91 0 60 0;
92 10 60 0; 93 0 60 10; 94 10 60 10; 95 0 60 20; 96 10 60 20; 97 20 60 0;
98 20 60 10; 99 20 60 20; 100 30 60 0; 101 30 60 10; 102 30 60 20; 103 40 60 0;
104 40 60 10; 105 40 60 20; 106 0 70 0; 107 10 70 0; 108 0 70 10; 109 10 70 10;
110 0 70 20; 111 10 70 20; 112 20 70 0; 113 20 70 10; 114 20 70 20;
115 30 70 0; 116 30 70 10; 117 30 70 20; 118 40 70 0; 119 40 70 10;
120 40 70 20; 121 0 80 0; 122 10 80 0; 123 0 80 10; 124 10 80 10; 125 0 80 20;
126 10 80 20; 127 20 80 0; 128 20 80 10; 129 20 80 20; 130 30 80 0;
131 30 80 10; 132 30 80 20; 133 40 80 0; 134 40 80 10; 135 40 80 20;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 6 5 6; 7 6 7; 8 7 8; 9 6 10; 10 7 11;
11 9 10; 12 10 11; 13 11 12; 14 3 13; 15 13 14; 16 13 15; 17 7 15; 18 15 16;
19 15 17; 20 11 17; 21 17 18; 22 13 19; 23 19 20; 24 19 21; 25 15 21; 26 21 22;
27 21 23; 28 17 23; 29 23 24; 30 19 25; 31 25 26; 32 25 27; 33 21 27; 34 27 28;
35 27 29; 36 23 29; 37 29 30; 38 2 31; 39 31 32; 40 32 3; 41 31 33; 42 32 34;
43 6 33; 44 33 34; 45 34 7; 46 33 35; 47 34 36; 48 10 35; 49 35 36; 50 36 11;
51 32 37; 52 37 13; 53 37 38; 54 34 38; 55 38 15; 56 38 39; 57 36 39; 58 39 17;
59 37 40; 60 40 19; 61 40 41; 62 38 41; 63 41 21; 64 41 42; 65 39 42; 66 42 23;
67 40 43; 68 43 25; 69 43 44; 70 41 44; 71 44 27; 72 44 45; 73 42 45; 74 45 29;
75 31 46; 76 46 47; 77 47 32; 78 46 48; 79 47 49; 80 33 48; 81 48 49; 82 49 34;
83 48 50; 84 49 51; 85 35 50; 86 50 51; 87 51 36; 88 47 52; 89 52 37; 90 52 53;
91 49 53; 92 53 38; 93 53 54; 94 51 54; 95 54 39; 96 52 55; 97 55 40; 98 55 56;
99 53 56; 100 56 41; 101 56 57; 102 54 57; 103 57 42; 104 55 58; 105 58 43;
106 58 59; 107 56 59; 108 59 44; 109 59 60; 110 57 60; 111 60 45; 112 46 61;
113 61 62; 114 62 47; 115 61 63; 116 62 64; 117 48 63; 118 63 64; 119 64 49;
120 63 65; 121 64 66; 122 50 65; 123 65 66; 124 66 51; 125 62 67; 126 67 52;
127 67 68; 128 64 68; 129 68 53; 130 68 69; 131 66 69; 132 69 54; 133 67 70;
134 70 55; 135 70 71; 136 68 71; 137 71 56; 138 71 72; 139 69 72; 140 72 57;
141 70 73; 142 73 58; 143 73 74; 144 71 74; 145 74 59; 146 74 75; 147 72 75;
148 75 60; 149 61 76; 150 76 77; 151 77 62; 152 76 78; 153 77 79; 154 63 78;
155 78 79; 156 79 64; 157 78 80; 158 79 81; 159 65 80; 160 80 81; 161 81 66;
162 77 82; 163 82 67; 164 82 83; 165 79 83; 166 83 68; 167 83 84; 168 81 84;
169 84 69; 170 82 85; 171 85 70; 172 85 86; 173 83 86; 174 86 71; 175 86 87;
176 84 87; 177 87 72; 178 85 88; 179 88 73; 180 88 89; 181 86 89; 182 89 74;
183 89 90; 184 87 90; 185 90 75; 186 76 91; 187 91 92; 188 92 77; 189 91 93;
190 92 94; 191 78 93; 192 93 94; 193 94 79; 194 93 95; 195 94 96; 196 80 95;
197 95 96; 198 96 81; 199 92 97; 200 97 82; 201 97 98; 202 94 98; 203 98 83;
204 98 99; 205 96 99; 206 99 84; 207 97 100; 208 100 85; 209 100 101;
210 98 101; 211 101 86; 212 101 102; 213 99 102; 214 102 87; 215 100 103;
216 103 88; 217 103 104; 218 101 104; 219 104 89; 220 104 105; 221 102 105;
222 105 90; 223 91 106; 224 106 107; 225 107 92; 226 106 108; 227 107 109;
228 93 108; 229 108 109; 230 109 94; 231 108 110; 232 109 111; 233 95 110;
234 110 111; 235 111 96; 236 107 112; 237 112 97; 238 112 113; 239 109 113;
240 113 98; 241 113 114; 242 111 114; 243 114 99; 244 112 115; 245 115 100;
246 115 116; 247 113 116; 248 116 101; 249 116 117; 250 114 117; 251 117 102;
252 115 118; 253 118 103; 254 118 119; 255 116 119; 256 119 104; 257 119 120;
258 117 120; 259 120 105; 260 106 121; 261 121 122; 262 122 107; 263 121 123;
264 122 124; 265 108 123; 266 123 124; 267 124 109; 268 123 125; 269 124 126;
270 110 125; 271 125 126; 272 126 111; 273 122 127; 274 127 112; 275 127 128;
276 124 128; 277 128 113; 278 128 129; 279 126 129; 280 129 114; 281 127 130;
282 130 115; 283 130 131; 284 128 131; 285 131 116; 286 131 132; 287 129 132;
288 132 117; 289 130 133; 290 133 118; 291 133 134; 292 131 134; 293 134 119;
294 134 135; 295 132 135; 296 135 120;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-006
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL MEMB 1 TO 296
MEMBER PROPERTY AMERICAN
1 3 6 8 11 13 15 18 21 23 26 29 31 34 37 38 40 43 45 48 50 52 55 58 60 63 -
66 68 71 74 75 77 80 82 85 87 89 92 95 97 100 103 105 108 111 112 114 117 -
119 122 124 126 129 132 134 137 140 142 145 148 149 151 154 156 159 161 163 -
166 169 171 174 177 179 182 185 186 188 191 193 196 198 200 203 206 208 211 -
214 216 219 222 223 225 228 230 233 235 237 240 243 245 248 251 253 256 259 -
260 262 265 267 270 272 274 277 280 282 285 288 290 293 -
296 TABLE ST W12X120
2 7 12 14 17 20 22 25 28 30 33 36 39 44 49 51 54 57 59 62 65 67 70 73 76 81 -
86 88 91 94 96 99 102 104 107 110 113 118 123 125 128 131 133 136 139 141 -
144 147 150 155 160 162 165 168 170 173 176 178 181 184 187 192 197 199 202 -
205 207 210 213 215 218 221 224 229 234 236 239 242 244 247 250 252 255 258 -
261 266 271 273 276 279 281 284 287 289 292 295 TABLE ST W10X60
4 5 9 10 16 19 24 27 32 35 41 42 46 47 53 56 61 64 69 72 78 79 83 84 90 93 -
98 101 106 109 115 116 120 121 127 130 135 138 143 146 152 153 157 158 164 -
167 172 175 180 183 189 190 194 195 201 204 209 212 217 220 226 227 231 232 -
238 241 246 249 254 257 263 264 268 269 275 278 283 286 291 -
294 TABLE ST W8X15
SUPPORTS
1 4 5 8 9 12 14 16 18 20 22 24 26 28 30 FIXED
UNIT INCHES KIP
DEFINE PUSHOVER DATA
FRAME 2
FYE 36 ALL
GNONL 1
DISP Z 10.0 JOINT 128
LDSTEP 50
SPECTRUM PARAMETERS
DAMPING 5.0
SC 1
SS 1
S1 1
END PUSHOVER DATA
LOAD 1 LOADTYPE GRAVITY
SELFWEIGHT Y -1
PERFORM PUSHOVER ANALYSIS
FINISH

 Purpose of Pushover Analysis

It is expected that most buildings rehabilitated in accordance with a standard, would perform within the desired levels when subjected to the design earthquakes. Structures designed according to the existing seismic codes provide minimum safety to preserve life and in a major earthquake, they assure at least gravity-load-bearing elements of non-essential facilities will still function and provide some margin of safety. However, compliance with the standard does not guarantee such performance. They typically do not address performance of non-structural components neither provide differences in performance between different structural systems. This is because it cannot accurately estimate the inelastic strength and deformation of each member due to linear elastic analysis. Although an elastic analysis gives a good indication of elastic capacity of structures and indicates where first yielding will occur, it cannot predict failure mechanisms and account for redistribution of forces during progressive yielding.

To overcome this disadvantages different nonlinear static analysis method is used to estimate the inelastic seismic performance of structures, and as the result, the structural safety can be secured against an earthquake. Inelastic analysis procedures help demonstrate how buildings really work by identifying modes of failure and the potential for progressive collapse. The use of inelastic procedures for design and evaluation helps engineers to understand how structures will behave when subjected to major earthquakes, where it is assumed that the elastic capacity of the structure will be exceeded. This resolves some of the uncertainaties associated with code and elastic procedures. The overall capacity of a structure depends on the strength and deformation capacities of the individual components of the structure. In order to determine capacities beyond the elastic limit  some form of nonlinear analysis, like Pushover Analysis, is required. 

concept of prestress

concept of prestress (download)

Analysis and design of multistory building

Analysis and design of multistory building
(download full building design)

Steps involving in analysis and design of multistory building

• modelling
• analyzing 
• designing           

Modelling :

To create the geometry of building

2 dimensional

• plan
• elevation 
• sectional views

3 dimensional 

• isometric view
• walk through
• 3d views

SOFTWARE USED FOR MODELLING 

•  REVIT (MORE INFO)
• ARCHICAD(MORE INFO)
• MicroStation (MORE INFO)

Analyzing :

  

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

dynamic load

•  wind load
• seismic load

internal forces

• bending moment
• shear force
• torsion

displacement

•  vertical displacement (deflection)
• horizontal displacement
• rotation

software used for analysis

• staadpro 

               example.std

SOFTWARE USED FOR ANALYZING 

•  STAADPRO (MORE INFO)
• ROBOT STRUCTURAL ANALYSIS(MORE INFO)
• ETABS (MORE INFO)

design :

     proved the sufficient materials to  resist internal force created by loads

•  concrete (compressive strength)
•  steel(tensile force )

SOFTWARE USED FOR DESIGN

•  STAADPRO (MORE INFO)
•  AutoCAD Structural Detailing(MORE INFO)

   
         

                            

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