STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 30-Dec-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 0 1; 3 0 3 1.2; 4 0 3 2.2; 5 3 1.5 0; 6 3 1.5 1; 7 3 1.5 1.2;
8 3 1.5 2.2; 9 4.5 1.5 0; 11 4.5 1.5 2.2; 12 0 0 0.2; 13 0.3 0.15 0.2;
14 0.3 0.15 0; 15 0 0 0.4; 16 0.3 0.15 0.4; 17 0 0 0.6; 18 0.3 0.15 0.6;
19 0 0 0.8; 20 0.3 0.15 0.8; 21 0.3 0.15 1; 22 0.6 0.3 0.2; 23 0.6 0.3 0;
24 0.6 0.3 0.4; 25 0.6 0.3 0.6; 26 0.6 0.3 0.8; 27 0.6 0.3 1; 28 0.9 0.45 0.2;
29 0.9 0.45 0; 30 0.9 0.45 0.4; 31 0.9 0.45 0.6; 32 0.9 0.45 0.8;
33 0.9 0.45 1; 34 1.2 0.6 0.2; 35 1.2 0.6 0; 36 1.2 0.6 0.4; 37 1.2 0.6 0.6;
38 1.2 0.6 0.8; 39 1.2 0.6 1; 40 1.5 0.75 0.2; 41 1.5 0.75 0; 42 1.5 0.75 0.4;
43 1.5 0.75 0.6; 44 1.5 0.75 0.8; 45 1.5 0.75 1; 46 1.8 0.9 0.2; 47 1.8 0.9 0;
48 1.8 0.9 0.4; 49 1.8 0.9 0.6; 50 1.8 0.9 0.8; 51 1.8 0.9 1; 52 2.1 1.05 0.2;
53 2.1 1.05 0; 54 2.1 1.05 0.4; 55 2.1 1.05 0.6; 56 2.1 1.05 0.8;
57 2.1 1.05 1; 58 2.4 1.2 0.2; 59 2.4 1.2 0; 60 2.4 1.2 0.4; 61 2.4 1.2 0.6;
62 2.4 1.2 0.8; 63 2.4 1.2 1; 64 2.7 1.35 0.2; 65 2.7 1.35 0; 66 2.7 1.35 0.4;
67 2.7 1.35 0.6; 68 2.7 1.35 0.8; 69 2.7 1.35 1; 70 3 1.5 0.2; 71 3 1.5 0.4;
72 3 1.5 0.6; 73 3 1.5 0.8; 74 3.3 1.5 0.2; 75 3.3 1.5 0; 76 3.3 1.5 0.4;
77 3.3 1.5 0.6; 78 3.3 1.5 0.8; 79 3.3 1.5 1; 80 3.3 1.5 1.2; 81 3 1.5 1.4;
82 3.3 1.5 1.4; 83 3 1.5 1.6; 84 3.3 1.5 1.6; 85 3 1.5 1.8; 86 3.3 1.5 1.8;
87 3 1.5 2; 88 3.3 1.5 2; 89 3.3 1.5 2.2; 90 3.6 1.5 0.2; 91 3.6 1.5 0;
92 3.6 1.5 0.4; 93 3.6 1.5 0.6; 94 3.6 1.5 0.8; 95 3.6 1.5 1; 96 3.6 1.5 1.2;
97 3.6 1.5 1.4; 98 3.6 1.5 1.6; 99 3.6 1.5 1.8; 100 3.6 1.5 2; 101 3.6 1.5 2.2;
102 3.9 1.5 0.2; 103 3.9 1.5 0; 104 3.9 1.5 0.4; 105 3.9 1.5 0.6;
106 3.9 1.5 0.8; 107 3.9 1.5 1; 108 3.9 1.5 1.2; 109 3.9 1.5 1.4;
110 3.9 1.5 1.6; 111 3.9 1.5 1.8; 112 3.9 1.5 2; 113 3.9 1.5 2.2;
114 4.2 1.5 0.2; 115 4.2 1.5 0; 116 4.2 1.5 0.4; 117 4.2 1.5 0.6;
118 4.2 1.5 0.8; 119 4.2 1.5 1; 120 4.2 1.5 1.2; 121 4.2 1.5 1.4;
122 4.2 1.5 1.6; 123 4.2 1.5 1.8; 124 4.2 1.5 2; 125 4.2 1.5 2.2;
126 4.5 1.5 0.2; 127 4.5 1.5 0.4; 128 4.5 1.5 0.6; 129 4.5 1.5 0.8;
130 4.5 1.5 1; 131 4.5 1.5 1.2; 132 4.5 1.5 1.4; 133 4.5 1.5 1.6;
134 4.5 1.5 1.8; 135 4.5 1.5 2; 136 0.3 2.85 2.2; 137 0.3 2.85 2; 138 0 3 2;
139 0.6 2.7 2.2; 140 0.6 2.7 2; 141 0.9 2.55 2.2; 142 0.9 2.55 2;
143 1.2 2.4 2.2; 144 1.2 2.4 2; 145 1.5 2.25 2.2; 146 1.5 2.25 2;
147 1.8 2.1 2.2; 148 1.8 2.1 2; 149 2.1 1.95 2.2; 150 2.1 1.95 2;
151 2.4 1.8 2.2; 152 2.4 1.8 2; 153 2.7 1.65 2.2; 154 2.7 1.65 2;
155 0.3 2.85 1.8; 156 0 3 1.8; 157 0.6 2.7 1.8; 158 0.9 2.55 1.8;
159 1.2 2.4 1.8; 160 1.5 2.25 1.8; 161 1.8 2.1 1.8; 162 2.1 1.95 1.8;
163 2.4 1.8 1.8; 164 2.7 1.65 1.8; 165 0.3 2.85 1.6; 166 0 3 1.6;
167 0.6 2.7 1.6; 168 0.9 2.55 1.6; 169 1.2 2.4 1.6; 170 1.5 2.25 1.6;
171 1.8 2.1 1.6; 172 2.1 1.95 1.6; 173 2.4 1.8 1.6; 174 2.7 1.65 1.6;
175 0.3 2.85 1.4; 176 0 3 1.4; 177 0.6 2.7 1.4; 178 0.9 2.55 1.4;
179 1.2 2.4 1.4; 180 1.5 2.25 1.4; 181 1.8 2.1 1.4; 182 2.1 1.95 1.4;
183 2.4 1.8 1.4; 184 2.7 1.65 1.4; 185 0.3 2.85 1.2; 186 0.6 2.7 1.2;
187 0.9 2.55 1.2; 188 1.2 2.4 1.2; 189 1.5 2.25 1.2; 190 1.8 2.1 1.2;
191 2.1 1.95 1.2; 192 2.4 1.8 1.2; 193 2.7 1.65 1.2;
ELEMENT INCIDENCES SHELL
14 1 12 13 14; 16 12 15 16 13; 18 15 17 18 16; 20 17 19 20 18; 22 19 2 21 20;
24 14 13 22 23; 25 13 16 24 22; 26 16 18 25 24; 27 18 20 26 25; 29 20 21 27 26;
31 23 22 28 29; 32 22 24 30 28; 33 24 25 31 30; 34 25 26 32 31; 36 26 27 33 32;
38 29 28 34 35; 39 28 30 36 34; 40 30 31 37 36; 41 31 32 38 37; 43 32 33 39 38;
45 35 34 40 41; 46 34 36 42 40; 47 36 37 43 42; 48 37 38 44 43; 50 38 39 45 44;
52 41 40 46 47; 53 40 42 48 46; 54 42 43 49 48; 55 43 44 50 49; 57 44 45 51 50;
59 47 46 52 53; 60 46 48 54 52; 61 48 49 55 54; 62 49 50 56 55; 64 50 51 57 56;
66 53 52 58 59; 67 52 54 60 58; 68 54 55 61 60; 69 55 56 62 61; 71 56 57 63 62;
73 59 58 64 65; 74 58 60 66 64; 75 60 61 67 66; 76 61 62 68 67; 78 62 63 69 68;
80 65 64 70 5; 82 64 66 71 70; 84 66 67 72 71; 86 67 68 73 72; 87 68 69 6 73;
89 5 70 74 75; 90 70 71 76 74; 91 71 72 77 76; 92 72 73 78 77; 93 73 6 79 78;
94 6 7 80 79; 96 7 81 82 80; 98 81 83 84 82; 100 83 85 86 84; 102 85 87 88 86;
104 87 8 89 88; 106 75 74 90 91; 107 74 76 92 90; 108 76 77 93 92;
109 77 78 94 93; 110 78 79 95 94; 111 79 80 96 95; 112 80 82 97 96;
113 82 84 98 97; 114 84 86 99 98; 115 86 88 100 99; 117 88 89 101 100;
119 91 90 102 103; 120 90 92 104 102; 121 92 93 105 104; 122 93 94 106 105;
123 94 95 107 106; 124 95 96 108 107; 125 96 97 109 108; 126 97 98 110 109;
127 98 99 111 110; 128 99 100 112 111; 130 100 101 113 112;
132 103 102 114 115; 133 102 104 116 114; 134 104 105 117 116;
135 105 106 118 117; 136 106 107 119 118; 137 107 108 120 119;
138 108 109 121 120; 139 109 110 122 121; 140 110 111 123 122;
141 111 112 124 123; 143 112 113 125 124; 145 115 114 126 9;
147 114 116 127 126; 149 116 117 128 127; 151 117 118 129 128;
153 118 119 130 129; 155 119 120 131 130; 157 120 121 132 131;
159 121 122 133 132; 161 122 123 134 133; 163 123 124 135 134;
164 124 125 11 135; 167 4 136 137 138; 169 136 139 140 137;
171 139 141 142 140; 173 141 143 144 142; 175 143 145 146 144;
177 145 147 148 146; 179 147 149 150 148; 181 149 151 152 150;
183 151 153 154 152; 184 153 8 87 154; 186 138 137 155 156;
187 137 140 157 155; 188 140 142 158 157; 189 142 144 159 158;
190 144 146 160 159; 191 146 148 161 160; 192 148 150 162 161;
193 150 152 163 162; 194 152 154 164 163; 195 154 87 85 164;
197 156 155 165 166; 198 155 157 167 165; 199 157 158 168 167;
200 158 159 169 168; 201 159 160 170 169; 202 160 161 171 170;
203 161 162 172 171; 204 162 163 173 172; 205 163 164 174 173;
206 164 85 83 174; 208 166 165 175 176; 209 165 167 177 175;
210 167 168 178 177; 211 168 169 179 178; 212 169 170 180 179;
213 170 171 181 180; 214 171 172 182 181; 215 172 173 183 182;
216 173 174 184 183; 217 174 83 81 184; 219 176 175 185 3; 221 175 177 186 185;
223 177 178 187 186; 225 178 179 188 187; 227 179 180 189 188;
229 180 181 190 189; 231 181 182 191 190; 233 182 183 192 191;
235 183 184 193 192; 236 184 81 7 193;
ELEMENT PROPERTY
14 16 18 20 22 24 TO 27 29 31 TO 34 36 38 TO 41 43 45 TO 48 50 52 TO 55 57 -
59 TO 62 64 66 TO 69 71 73 TO 76 78 80 82 84 86 87 89 TO 94 96 98 100 102 -
104 106 TO 115 117 119 TO 128 130 132 TO 141 143 145 147 149 151 153 155 -
157 159 161 163 164 167 169 171 173 175 177 179 181 183 184 186 TO 195 197 -
198 TO 206 208 TO 217 219 221 223 225 227 229 231 233 235 -
236 THICKNESS 0.15
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 5 8 9 11 PINNED
LOAD 1 LOADTYPE None  TITLE SLF WT
SELFWEIGHT Y -1 LIST 14 16 18 20 22 24 TO 27 29 31 TO 34 36 38 TO 41 43 45 -
46 TO 48 50 52 TO 55 57 59 TO 62 64 66 TO 69 71 73 TO 76 78 80 82 84 86 87 -
89 TO 94 96 98 100 102 104 106 TO 115 117 119 TO 128 130 132 TO 141 143 145 -
147 149 151 153 155 157 159 161 163 164 167 169 171 173 175 177 179 181 183 -
184 186 TO 195 197 TO 206 208 TO 217 219 221 223 225 227 229 231 233 235 -
236
LOAD 2 LOADTYPE None  TITLE LOAD CASE 2
ELEMENT LOAD
14 16 18 20 22 24 TO 27 29 31 TO 34 36 38 TO 41 43 45 TO 48 50 52 TO 55 57 -
59 TO 62 64 66 TO 69 71 73 TO 76 78 80 82 84 86 87 89 TO 94 96 98 100 102 -
104 106 TO 115 117 119 TO 128 130 132 TO 141 143 145 147 149 151 153 155 -
157 159 161 163 164 167 169 171 173 175 177 179 181 183 184 186 TO 195 197 -
198 TO 206 208 TO 217 219 221 223 225 227 229 231 233 235 236 PR GY -10
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 20000 ALL
FYMAIN 415000 ALL
DESIGN ELEMENT 14 16 18 20 22 24 TO 27 29 31 TO 34 36 38 TO 41 43 45 TO 48 -
50 52 TO 55 57 59 TO 62 64 66 TO 69 71 73 TO 76 78 80 82 84 86 87 89 TO 94 -
96 98 100 102 104 106 TO 115 117 119 TO 128 130 132 TO 141 143 145 147 149 -
151 153 155 157 159 161 163 164 167 169 171 173 175 177 179 181 183 184 186 -
187 TO 195 197 TO 206 208 TO 217 219 221 223 225 227 229 231 233 235 236
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
