STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 28-Dec-09
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.31 0 0; 3 8.02 0 0.76; 4 0.165 0 4.67; 5 5.31 0 4.67;
6 10.08 0 4.67; 7 0.266 0 7.65; 8 5.31 0 7.65; 9 10.08 0 7.65;
10 1.006 0 11.65; 11 5.31 0 11.65; 12 10.08 0 11.65; 13 0 2.84 0;
14 5.31 2.84 0; 15 8.02 2.84 0.76; 16 0.165 2.84 4.67; 17 5.31 2.84 4.67;
18 10.08 2.84 4.67; 19 0.266 2.84 7.65; 20 5.31 2.84 7.65; 21 10.08 2.84 7.65;
22 1.006 2.84 11.65; 23 5.31 2.84 11.65; 24 10.08 2.84 11.65; 25 1.006 0 7.65;
26 1.006 2.84 7.65; 27 1.006 2.84 13.17; 28 5.31 2.84 13.17; 29 3.61 2.84 0;
30 3.61 2.84 4.67; 31 5.31 0 0.76; 32 5.31 2.84 0.76; 33 10.08 2.84 13.17;
34 10.08 0 2.34; 35 10.08 2.84 2.34; 36 0 5.68 0; 37 3.61 5.68 0;
38 0.165 5.68 4.67; 39 3.61 5.68 4.67; 40 5.31 5.68 4.67; 41 10.08 5.68 4.67;
42 0.266 5.68 7.65; 43 1.006 5.68 7.65; 44 5.31 5.68 7.65; 45 10.08 5.68 7.65;
46 1.006 5.68 11.65; 47 5.31 5.68 11.65; 48 10.08 5.68 11.65; 49 5.31 5.68 0;
50 5.31 5.68 0.76; 51 8.02 5.68 0.76; 52 1.006 5.68 13.17; 53 5.31 5.68 13.17;
54 10.08 5.68 13.17; 55 10.08 5.68 2.34; 56 0 8.52 0; 57 3.61 8.52 0;
58 0.165 8.52 4.67; 59 3.61 8.52 4.67; 60 5.31 8.52 4.67; 61 10.08 8.52 4.67;
62 0.266 8.52 7.65; 63 1.006 8.52 7.65; 64 5.31 8.52 7.65; 65 10.08 8.52 7.65;
66 1.006 8.52 11.65; 67 5.31 8.52 11.65; 68 10.08 8.52 11.65; 69 5.31 8.52 0;
70 5.31 8.52 0.76; 71 8.02 8.52 0.76; 72 1.006 8.52 13.17; 73 5.31 8.52 13.17;
74 10.08 8.52 13.17; 75 10.08 8.52 2.34; 76 0 11.36 0; 77 3.61 11.36 0;
78 0.165 11.36 4.67; 79 3.61 11.36 4.67; 80 5.31 11.36 4.67;
81 10.08 11.36 4.67; 82 0.266 11.36 7.65; 83 1.006 11.36 7.65;
84 5.31 11.36 7.65; 85 10.08 11.36 7.65; 86 1.006 11.36 11.65;
87 5.31 11.36 11.65; 88 5.31 11.36 0; 89 5.31 11.36 0.76; 90 8.02 11.36 0.76;
91 1.006 11.36 13.17; 92 5.31 11.36 13.17; 93 10.08 11.36 2.34;
94 0.165 14.2 4.67; 95 3.61 14.2 4.67; 96 0.266 14.2 7.65; 97 1.006 14.2 7.65;
98 5.31 14.2 4.67; 99 5.31 14.2 7.65;
MEMBER INCIDENCES
18 13 29; 20 16 30; 21 17 18; 22 19 26; 23 20 21; 24 22 23; 25 23 24; 26 13 16;
27 14 32; 29 16 19; 30 17 20; 31 18 21; 33 20 23; 34 21 24; 35 1 13; 36 2 14;
37 3 15; 38 4 16; 39 5 17; 40 6 18; 41 7 19; 42 8 20; 43 9 21; 44 10 22;
45 11 23; 46 12 24; 47 26 20; 48 25 26; 49 26 22; 50 27 28; 51 22 27; 52 23 28;
53 29 14; 54 30 17; 55 29 30; 56 32 17; 57 31 32; 58 32 15; 59 28 33; 60 24 33;
61 34 35; 62 15 35; 63 35 18; 64 36 37; 65 38 39; 66 40 41; 67 42 43; 68 44 45;
69 46 47; 70 47 48; 71 36 38; 72 49 50; 73 38 42; 74 40 44; 75 41 45; 76 44 47;
77 45 48; 78 13 36; 79 14 49; 80 15 51; 81 16 38; 82 17 40; 83 18 41; 84 19 42;
85 20 44; 86 21 45; 87 22 46; 88 23 47; 89 24 48; 90 43 44; 91 26 43; 92 43 46;
93 52 53; 94 46 52; 95 47 53; 96 37 49; 97 39 40; 98 37 39; 99 50 40;
100 32 50; 101 50 51; 102 53 54; 103 48 54; 104 35 55; 105 51 55; 106 55 41;
107 56 57; 108 58 59; 109 60 61; 110 62 63; 111 64 65; 112 66 67; 113 67 68;
114 56 58; 115 69 70; 116 58 62; 117 60 64; 118 61 65; 119 64 67; 120 65 68;
121 36 56; 122 49 69; 123 51 71; 124 38 58; 125 40 60; 126 41 61; 127 42 62;
128 44 64; 129 45 65; 130 46 66; 131 47 67; 132 48 68; 133 63 64; 134 43 63;
135 63 66; 136 72 73; 137 66 72; 138 67 73; 139 57 69; 140 59 60; 141 57 59;
142 70 60; 143 50 70; 144 70 71; 145 73 74; 146 68 74; 147 55 75; 148 71 75;
149 75 61; 150 76 77; 151 78 79; 152 80 81; 153 82 83; 154 84 85; 155 86 87;
156 76 78; 157 88 89; 158 78 82; 159 80 84; 160 81 85; 161 84 87; 162 56 76;
163 69 88; 164 71 90; 165 58 78; 166 60 80; 167 61 81; 168 62 82; 169 64 84;
170 65 85; 171 66 86; 172 67 87; 173 83 84; 174 63 83; 175 83 86; 176 91 92;
177 86 91; 178 87 92; 179 77 88; 180 79 80; 181 77 79; 182 89 80; 183 70 89;
184 89 90; 185 75 93; 186 90 93; 187 93 81; 188 94 95; 189 96 97; 190 94 96;
191 98 99; 192 78 94; 193 80 98; 194 82 96; 195 84 99; 196 97 99; 197 83 97;
198 95 98;
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 INDIAN
35 38 TO 40 42 43 45 48 78 81 TO 83 85 86 88 91 121 124 TO 126 128 129 131 -
134 162 165 TO 167 169 170 172 174 192 193 195 197 PRIS YD 0.35 ZD 0.35
36 37 79 80 122 123 163 164 PRIS YD 0.3 ZD 0.3
50 55 58 59 62 93 98 101 102 105 136 141 144 145 148 176 181 184 -
186 PRIS YD 0.38 ZD 0.23
18 20 TO 27 29 TO 31 33 34 47 49 51 TO 54 56 60 63 TO 77 90 92 94 TO 97 99 -
103 106 TO 120 133 135 137 TO 140 142 146 149 TO 161 173 175 177 TO 180 182 -
187 TO 191 196 198 PRIS YD 0.43 ZD 0.23
UNIT MMS NEWTON
MEMBER PROPERTY
41 44 46 57 61 84 87 89 100 104 127 130 132 143 147 168 171 183 185 -
194 PRIS YD 300 ZD 300
UNIT METER KN
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 12 25 31 34 FIXED
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1 SS 2 ST 1 DM 0.05
SELFWEIGHT
MEMBER WEIGHT
18 20 TO 27 29 TO 31 33 34 47 49 TO 56 58 62 TO 77 90 92 TO 99 101 -
105 TO 120 133 135 TO 142 144 148 149 151 153 158 159 173 180 UNI 11.5
25 34 46 59 60 89 102 103 145 146 150 154 156 157 160 161 175 TO 179 184 186 -
187 TO 191 196 198 UNI 3.5
FLOOR WEIGHT
YRANGE 2.84 2.84 FLOAD 5.625 XRANGE 0 10.5 ZRANGE 0 13.5
YRANGE 5.68 5.68 FLOAD 5.625 XRANGE 0 10.5 ZRANGE 0 13.5
YRANGE 8.52 8.52 FLOAD 5.625 XRANGE 0 10.5 ZRANGE 0 13.5
YRANGE 11.36 11.36 FLOAD 5.625 XRANGE 0 10.5 ZRANGE 0 13.5
YRANGE 14.2 14.2 FLOAD 5.625 XRANGE 0 10.5 ZRANGE 0 13.5
LOAD 1 LOADTYPE Seismic  TITLE EQX
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE EQZ
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1
FLOOR LOAD
YRANGE 2.84 2.84 FLOAD -5 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 5.68 5.68 FLOAD -5 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 8.52 8.52 FLOAD -5 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 11.36 11.36 FLOAD -5 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 14.2 14.2 FLOAD -5 XRANGE 0 10.5  ZRANGE 0 13.5  GY
MEMBER LOAD
18 20 TO 27 29 TO 31 33 34 47 49 TO 56 58 62 TO 77 90 92 TO 99 101 -
105 TO 112 114 TO 119 133 135 TO 142 144 148 149 151 153 158 159 173 -
180 UNI GY -11.5
59 60 102 103 120 145 146 150 154 156 157 160 161 175 TO 179 184 186 TO 191 -
196 198 UNI GY -3.5
LOAD 4 LOADTYPE Live  TITLE LIVE LOAD
FLOOR LOAD
YRANGE 2.84 2.84 FLOAD -2 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 5.68 5.68 FLOAD -2 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 8.52 8.52 FLOAD -2 XRANGE 0 10.5  ZRANGE 0 13.5  GY
YRANGE 11.36 11.36 FLOAD -2 XRANGE 0 10.5  ZRANGE 0 13.5  GY
LOAD COMB 5 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
3 1.5 4 1.5 
LOAD COMB 6 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
3 1.2 4 1.2 1 1.2 
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
3 1.2 4 1.2 2 1.2 
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
3 1.2 4 1.2 1 -1.2 
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
3 1.2 4 1.2 2 -1.2 
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
3 1.5 1 1.5 
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
3 1.5 2 1.5 
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
3 1.5 1 -1.5 
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
3 1.5 2 -1.5 
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
3 0.9 1 1.5 
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
3 0.9 2 1.5 
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
3 0.9 1 -1.5 
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
3 0.9 2 -1.5 
PERFORM ANALYSIS
LOAD LIST 5 TO 17
PRINT SUPPORT REACTION ALL
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
FC 20 ALL
TRACK 2 ALL
MAXMAIN 20 ALL
MINMAIN 16 ALL
CLEAR 40 ALL
DESIGN COLUMN 35 TO 46 48 57 61 78 TO 89 91 100 104 121 TO 132 134 143 147 -
162 TO 172 174 183 185 192 TO 195 197
CLEAR 25 ALL
DESIGN BEAM 18 20 TO 27 29 TO 31 33 34 47 49 TO 56 58 TO 60 62 TO 77 90 92 -
93 TO 99 101 TO 103 105 TO 120 133 135 TO 142 144 TO 146 148 TO 161 173 175 -
176 TO 182 184 186 TO 191 196 198
END CONCRETE DESIGN
FINISH
