STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 26-Aug-16
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 4.4 0 0; 3 10.04 0 0; 4 13.24 0 0; 5 0 3 0; 6 4.4 3 0; 7 10.04 3 0;
8 13.24 3 0; 9 0 0 8.8; 10 4.4 0 8.8; 11 10.04 0 8.8; 12 13.24 0 8.8;
13 0 3 8.8; 14 4.4 3 8.8; 15 10.04 3 8.8; 16 13.24 3 8.8; 17 10.04 3 4.4;
18 13.24 3 4.4; 19 4.4 3 4.4; 20 0 3 3.6; 21 4.4 3 3.6; 22 0 3 5.8;
23 4.4 3 5.8; 24 0 0 3.6; 25 0 0 5.8; 26 4.4 0 3.6; 27 4.4 0 5.8;
28 -1.5 3 8.8; 29 -1.5 3 5.8; 30 0 6 0; 31 4.4 6 0; 32 10.04 6 0; 33 13.24 6 0;
34 0 6 8.8; 35 4.4 6 8.8; 36 10.04 6 8.8; 37 13.24 6 8.8; 38 10.04 6 4.4;
39 13.24 6 4.4; 40 4.4 6 4.4; 41 0 6 3.6; 42 4.4 6 3.6; 43 0 6 5.8;
44 4.4 6 5.8; 45 0 9 0; 46 4.4 9 0; 47 10.04 9 0; 48 13.24 9 0; 49 0 9 8.8;
50 4.4 9 8.8; 51 10.04 9 8.8; 52 13.24 9 8.8; 53 10.04 9 4.4; 54 13.24 9 4.4;
55 4.4 9 4.4; 56 0 9 3.6; 57 4.4 9 3.6; 58 0 9 5.8; 59 4.4 9 5.8; 60 0 12 0;
61 4.4 12 0; 62 10.04 12 0; 63 13.24 12 0; 64 0 12 8.8; 65 4.4 12 8.8;
66 10.04 12 8.8; 67 13.24 12 8.8; 68 10.04 12 4.4; 69 13.24 12 4.4;
70 4.4 12 4.4; 71 0 12 3.6; 72 4.4 12 3.6; 73 0 12 5.8; 74 4.4 12 5.8;
75 0 15 0; 76 4.4 15 0; 77 10.04 15 0; 78 13.24 15 0; 79 0 15 8.8;
80 4.4 15 8.8; 81 10.04 15 8.8; 82 13.24 15 8.8; 83 10.04 15 4.4;
84 13.24 15 4.4; 85 4.4 15 4.4; 86 0 15 3.6; 87 4.4 15 3.6; 88 0 15 5.8;
89 4.4 15 5.8; 90 -1.5 6 8.8; 91 -1.5 6 5.8; 92 -1.5 9 8.8; 93 -1.5 9 5.8;
94 -1.5 12 8.8; 95 -1.5 12 5.8; 96 13.24 0 4.4; 97 10.04 0 4.4; 99 0 17.4 3.6;
100 4.4 17.4 3.6; 101 0 17.4 5.8; 102 4.4 17.4 5.8;
MEMBER INCIDENCES
1 5 6; 2 6 7; 3 7 8; 4 1 5; 5 2 6; 6 3 7; 7 4 8; 8 13 14; 9 14 15; 10 15 16;
11 9 13; 12 10 14; 13 11 15; 14 12 16; 15 5 20; 16 6 21; 17 7 17; 18 8 18;
19 17 15; 20 18 16; 21 17 18; 22 19 23; 23 17 19; 24 20 22; 25 21 19; 26 20 21;
27 22 13; 28 23 14; 29 22 23; 30 24 20; 31 25 22; 32 26 21; 33 27 23; 34 28 13;
35 29 22; 37 5 30; 38 6 31; 39 7 32; 40 8 33; 41 13 34; 42 14 35; 43 15 36;
44 16 37; 45 17 38; 46 18 39; 48 20 41; 49 21 42; 50 22 43; 51 23 44; 52 30 31;
53 31 32; 54 32 33; 55 34 35; 56 35 36; 57 36 37; 58 30 41; 59 31 42; 60 32 38;
61 33 39; 62 38 36; 63 39 37; 64 38 39; 65 40 44; 66 38 40; 67 41 43; 68 42 40;
69 41 42; 70 43 34; 71 44 35; 72 43 44; 73 30 45; 74 31 46; 75 32 47; 76 33 48;
77 34 49; 78 35 50; 79 36 51; 80 37 52; 81 38 53; 82 39 54; 84 41 56; 85 42 57;
86 43 58; 87 44 59; 88 45 46; 89 46 47; 90 47 48; 91 49 50; 92 50 51; 93 51 52;
94 45 56; 95 46 57; 96 47 53; 97 48 54; 98 53 51; 99 54 52; 100 53 54;
101 55 59; 102 53 55; 103 56 58; 104 57 55; 105 56 57; 106 58 49; 107 59 50;
108 58 59; 109 45 60; 110 46 61; 111 47 62; 112 48 63; 113 49 64; 114 50 65;
115 51 66; 116 52 67; 117 53 68; 118 54 69; 120 56 71; 121 57 72; 122 58 73;
123 59 74; 124 60 61; 125 61 62; 126 62 63; 127 64 65; 128 65 66; 129 66 67;
130 60 71; 131 61 72; 132 62 68; 133 63 69; 134 68 66; 135 69 67; 136 68 69;
137 70 74; 138 68 70; 139 71 73; 140 72 70; 141 71 72; 142 73 64; 143 74 65;
144 73 74; 145 60 75; 146 61 76; 147 62 77; 148 63 78; 149 64 79; 150 65 80;
151 66 81; 152 67 82; 153 68 83; 154 69 84; 156 71 86; 157 72 87; 158 73 88;
159 74 89; 160 75 76; 161 76 77; 162 77 78; 163 79 80; 164 80 81; 165 81 82;
166 75 86; 167 76 87; 168 77 83; 169 78 84; 170 83 81; 171 84 82; 172 83 84;
173 85 89; 174 83 85; 175 86 88; 176 87 85; 177 86 87; 178 88 79; 179 89 80;
180 88 89; 181 90 34; 182 91 43; 184 92 49; 185 93 58; 187 94 64; 188 95 73;
190 96 18; 191 97 17; 213 86 99; 214 87 100; 215 88 101; 216 89 102;
217 101 102; 218 102 100; 219 100 99; 220 99 101;
MEMBER RELEASE
23 66 102 138 174 END MX MY MZ
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
24 27 34 35 54 57 65 67 68 70 90 93 95 101 103 104 106 107 126 129 131 137 -
139 140 142 143 167 173 175 176 178 179 181 182 187 188 218 -
220 PRIS YD 0.25 ZD 0.25
3 10 15 58 94 130 136 166 172 184 185 PRIS YD 0.3 ZD 0.25
16 21 22 25 28 59 64 71 100 PRIS YD 0.25 ZD 0.25
4 TO 7 11 TO 14 23 30 TO 33 39 43 66 75 79 81 102 111 115 117 138 147 151 -
153 174 PRIS YD 0.5 ZD 0.38
120 122 156 158 213 215 PRIS YD 0.38 ZD 0.25
37 40 41 44 46 73 74 76 TO 78 80 82 84 86 109 110 112 TO 114 116 118 121 123 -
145 146 148 TO 150 152 154 157 159 190 214 216 PRIS YD 0.5 ZD 0.25
2 9 38 42 48 TO 51 85 87 PRIS YD 0.5 ZD 0.3
MEMBER PROPERTY AMERICAN
45 191 PRIS YD 0.5 ZD 0.5
MEMBER PROPERTY AMERICAN
53 56 89 92 125 128 PRIS YD 0.5 ZD 0.25
1 8 17 TO 20 26 29 52 55 60 TO 63 69 72 88 91 96 TO 99 105 108 124 127 132 -
133 TO 135 141 144 163 168 TO 171 177 180 217 219 PRIS YD 0.41 ZD 0.25
MEMBER PROPERTY AMERICAN
161 PRIS YD 0.45 ZD 0.3
160 PRIS YD 0.45 ZD 0.3
162 PRIS YD 0.45 ZD 0.3
165 PRIS YD 0.45 ZD 0.3
164 PRIS YD 0.45 ZD 0.3
CONSTANTS
BETA 90 MEMB 7 14 40 44 76 80 112 116 148 152
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 4 9 TO 12 24 TO 27 96 97 FIXED
SLAVE RIGID MASTER 5 JOINT 5 TO 8 13 TO 23 28 29
SLAVE RIGID MASTER 30 JOINT 30 TO 44 90 91
SLAVE RIGID MASTER 45 JOINT 45 TO 59 92 93
SLAVE RIGID MASTER 60 JOINT 60 TO 74 94 95
SLAVE RIGID MASTER 75 JOINT 75 TO 89
SLAVE RIGID MASTER 99 JOINT 99 TO 102
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 1.00059 1.00067 HEIG  10  20
EXP 1 JOINT 1 TO 97 99 TO 102
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
1 TO 3 8 TO 10 15 18 20 24 27 52 TO 58 61 63 67 70 88 TO 94 97 99 103 106 -
124 TO 130 133 135 139 142 175 UNI GY -15
16 17 19 21 TO 23 25 26 28 29 59 60 62 64 TO 66 68 69 71 72 95 96 98 -
100 TO 102 104 105 107 108 131 132 134 136 TO 138 140 141 143 144 173 176 -
177 180 217 218 UNI GY -8.5
162 163 165 166 169 171 178 UNI GY -4.5
FLOOR LOAD
YRANGE 0 17.4 FLOAD -12 GY
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
FLOOR LOAD
YRANGE 0 12 FLOAD -2.5 GY
YRANGE 0 15 FLOAD -15 XRANGE 0 4.4  ZRANGE 3.6 5.8  GY
LOAD 3 LOADTYPE Roof Live REDUCIBLE TITLE RL
FLOOR LOAD
YRANGE 15 15 FLOAD -3 GY
YRANGE 17.4 17.4 FLOAD -15 GY
LOAD 4 LOADTYPE Wind  TITLE WL +X
WIND LOAD X 1 TYPE 1 YR 0 17.4
LOAD 6 LOADTYPE Wind  TITLE WL +Z
WIND LOAD Z 1 TYPE 1 YR 0 17.4
LOAD COMB 5 COMBINATION LOAD CASE 5
1 1.2 2 1.2 3 1.2 4 1.2 
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.024 MEMB 4 TO 7 11 TO 14 30 TO 33 37 TO 46 48 TO 51 73 TO 82 -
84 TO 87 109 TO 118 120 TO 123 145 TO 154 156 TO 159 190 191 213 TO 216
FC 25000 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 162 -
163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
FYMAIN 415000 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 -
162 163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
FYSEC 415000 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 -
162 163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
MAXMAIN 20 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 -
162 163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
MAXSEC 12 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 162 -
163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
MINMAIN 10 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 -
162 163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
MINSEC 8 MEMB 1 TO 35 37 TO 46 48 TO 82 84 TO 118 120 TO 154 156 TO 159 162 -
163 165 TO 182 184 185 187 188 190 191 213 TO 218 220
DESIGN BEAM 1 TO 3 8 TO 10 15 TO 29 34 35 52 TO 72 88 TO 108 124 TO 144 162 -
163 165 TO 182 184 185 187 188 217 218 220
DESIGN COLUMN 4 TO 7 11 TO 14 30 TO 33 37 TO 46 48 TO 51 73 TO 82 84 TO 87 -
109 TO 118 120 TO 123 145 TO 154 156 TO 159 190 191 213 TO 216
CONCRETE TAKE
CLEAR 0.04 MEMB 1 TO 3 8 TO 10 15 TO 29 34 35 52 TO 72 88 TO 108 124 TO 144 -
162 163 165 TO 182 184 185 187 188 217 218 220
END CONCRETE DESIGN
FINISH
