STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 20-Aug-15
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 10 0; 2 0 0 0; 3 3.163 0 0; 4 6.326 0 0; 5 10.596 0 0; 6 14.866 0 0;
7 19.466 0 0; 8 23.156 0 0; 9 25.976 0 0; 10 0 3.35 0; 11 3.163 3.35 0;
12 6.326 3.35 0; 13 10.596 3.35 0; 14 14.866 3.35 0; 15 19.466 3.35 0;
16 23.156 3.35 0; 17 25.976 3.35 0; 18 0 6.7 0; 19 3.163 6.7 0; 20 6.326 6.7 0;
21 10.596 6.7 0; 22 14.866 6.7 0; 23 19.466 6.7 0; 24 23.156 6.7 0;
25 25.976 6.7 0; 26 0 10.05 0; 27 3.163 10.05 0; 28 6.326 10.05 0;
29 10.596 10.05 0; 30 14.866 10.05 0; 31 19.466 10.05 0; 32 23.156 10.05 0;
33 25.976 10.05 0; 34 0 13.4 0; 35 3.163 13.4 0; 36 6.326 13.4 0;
37 10.596 13.4 0; 38 14.866 13.4 0; 39 19.466 13.4 0; 40 23.156 13.4 0;
41 25.976 13.4 0; 42 0 16.75 0; 43 3.163 16.75 0; 44 6.326 16.75 0;
45 10.596 16.75 0; 46 14.866 16.75 0; 47 19.466 16.75 0; 48 23.156 16.75 0;
49 25.976 16.75 0; 50 0 0 10.06; 51 3.163 0 10.06; 52 6.326 0 10.06;
53 10.596 0 10.06; 54 14.866 0 10.06; 55 19.466 0 10.06; 56 23.156 0 10.06;
57 25.976 0 10.06; 58 0 3.35 10.06; 59 3.163 3.35 10.06; 60 6.326 3.35 10.06;
61 10.596 3.35 10.06; 62 14.866 3.35 10.06; 63 19.466 3.35 10.06;
64 23.156 3.35 10.06; 65 25.976 3.35 10.06; 66 0 6.7 10.06; 67 3.163 6.7 10.06;
68 6.326 6.7 10.06; 69 10.596 6.7 10.06; 70 14.866 6.7 10.06;
71 19.466 6.7 10.06; 72 23.156 6.7 10.06; 73 25.976 6.7 10.06;
74 0 10.05 10.06; 75 3.163 10.05 10.06; 76 6.326 10.05 10.06;
77 10.596 10.05 10.06; 78 14.866 10.05 10.06; 79 19.466 10.05 10.06;
80 23.156 10.05 10.06; 81 25.976 10.05 10.06; 82 0 13.4 10.06;
83 3.163 13.4 10.06; 84 6.326 13.4 10.06; 85 10.596 13.4 10.06;
86 14.866 13.4 10.06; 87 19.466 13.4 10.06; 88 23.156 13.4 10.06;
89 25.976 13.4 10.06; 90 0 16.75 10.06; 91 3.163 16.75 10.06;
92 6.326 16.75 10.06; 93 10.596 16.75 10.06; 94 14.866 16.75 10.06;
95 19.466 16.75 10.06; 96 23.156 16.75 10.06; 97 25.976 16.75 10.06;
MEMBER INCIDENCES
1 10 11; 2 11 12; 3 12 13; 4 13 14; 5 14 15; 6 15 16; 7 16 17; 8 18 19;
9 19 20; 10 20 21; 11 21 22; 12 22 23; 13 23 24; 14 24 25; 15 26 27; 16 27 28;
17 28 29; 18 29 30; 19 30 31; 20 31 32; 21 32 33; 22 34 35; 23 35 36; 24 36 37;
25 37 38; 26 38 39; 27 39 40; 28 40 41; 29 42 43; 30 43 44; 31 44 45; 32 45 46;
33 46 47; 34 47 48; 35 48 49; 36 2 10; 37 3 11; 38 4 12; 39 5 13; 40 6 14;
41 7 15; 42 8 16; 43 9 17; 44 10 18; 45 11 19; 46 12 20; 47 13 21; 48 14 22;
49 15 23; 50 16 24; 51 17 25; 52 18 26; 53 19 27; 54 20 28; 55 21 29; 56 22 30;
57 23 31; 58 24 32; 59 25 33; 60 26 34; 61 27 35; 62 28 36; 63 29 37; 64 30 38;
65 31 39; 66 32 40; 67 33 41; 68 34 42; 69 35 43; 70 36 44; 71 37 45; 72 38 46;
73 39 47; 74 40 48; 75 41 49; 76 58 59; 77 59 60; 78 60 61; 79 61 62; 80 62 63;
81 63 64; 82 64 65; 83 66 67; 84 67 68; 85 68 69; 86 69 70; 87 70 71; 88 71 72;
89 72 73; 90 74 75; 91 75 76; 92 76 77; 93 77 78; 94 78 79; 95 79 80; 96 80 81;
97 82 83; 98 83 84; 99 84 85; 100 85 86; 101 86 87; 102 87 88; 103 88 89;
104 90 91; 105 91 92; 106 92 93; 107 93 94; 108 94 95; 109 95 96; 110 96 97;
111 50 58; 112 51 59; 113 52 60; 114 53 61; 115 54 62; 116 55 63; 117 56 64;
118 57 65; 119 58 66; 120 59 67; 121 60 68; 122 61 69; 123 62 70; 124 63 71;
125 64 72; 126 65 73; 127 66 74; 128 67 75; 129 68 76; 130 69 77; 131 70 78;
132 71 79; 133 72 80; 134 73 81; 135 74 82; 136 75 83; 137 76 84; 138 77 85;
139 78 86; 140 79 87; 141 80 88; 142 81 89; 143 82 90; 144 83 91; 145 84 92;
146 85 93; 147 86 94; 148 87 95; 149 88 96; 150 89 97; 151 10 58; 152 11 59;
153 12 60; 154 13 61; 155 14 62; 156 15 63; 157 16 64; 158 17 65; 159 18 66;
160 19 67; 161 20 68; 162 21 69; 163 22 70; 164 23 71; 165 24 72; 166 25 73;
167 26 74; 168 27 75; 169 28 76; 170 29 77; 171 30 78; 172 31 79; 173 32 80;
174 33 81; 175 34 82; 176 35 83; 177 36 84; 178 37 85; 179 38 86; 180 39 87;
181 40 88; 182 41 89; 183 42 90; 184 43 91; 185 44 92; 186 45 93; 187 46 94;
188 47 95; 189 48 96; 190 49 97;
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
36 TO 75 111 TO 150 PRIS YD 0.45 ZD 0.3
151 TO 190 PRIS YD 0.75 ZD 0.3
MEMBER PROPERTY AMERICAN
1 TO 35 76 TO 110 PRIS YD 0.45 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
2 TO 9 50 TO 57 FIXED
DEFINE 1893 LOAD
ZONE 0.24 RF 5 I 1 SS 1 ST 1 DM 0.05
SELFWEIGHT 1 
FLOOR WEIGHT
YRANGE 0 20 FLOAD 8
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 1.35 1.35 HEIG  0  20
EXP 1 JOINT 1 TO 97
LOAD 1 LOADTYPE Seismic  TITLE LOAD CASE 1
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE LOAD CASE 2
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead  TITLE LOAD CASE 3
FLOOR LOAD
YRANGE 0 20 FLOAD -5 GY
LOAD 4 LOADTYPE Live  TITLE LOAD CASE 4
FLOOR LOAD
YRANGE 0 20 FLOAD -4 GY
LOAD 5 LOADTYPE Wind  TITLE LOAD CASE 5
WIND LOAD X 1 TYPE 1
LOAD 6 LOADTYPE Wind  TITLE LOAD CASE 6
WIND LOAD Z 1 TYPE 1
LOAD COMB 7 GENERATED INDIAN CODE GENRAL_STRUCTURES 1
3 1.5 4 1.5 
LOAD COMB 8 GENERATED INDIAN CODE GENRAL_STRUCTURES 2
3 1.2 4 1.2 5 1.2 
LOAD COMB 9 GENERATED INDIAN CODE GENRAL_STRUCTURES 3
3 1.2 4 1.2 6 1.2 
LOAD COMB 10 GENERATED INDIAN CODE GENRAL_STRUCTURES 4
3 1.2 4 1.2 5 -1.2 
LOAD COMB 11 GENERATED INDIAN CODE GENRAL_STRUCTURES 5
3 1.2 4 1.2 6 -1.2 
LOAD COMB 12 GENERATED INDIAN CODE GENRAL_STRUCTURES 6
3 1.2 4 1.2 1 1.2 
LOAD COMB 13 GENERATED INDIAN CODE GENRAL_STRUCTURES 7
3 1.2 4 1.2 2 1.2 
LOAD COMB 14 GENERATED INDIAN CODE GENRAL_STRUCTURES 8
3 1.2 4 1.2 1 -1.2 
LOAD COMB 15 GENERATED INDIAN CODE GENRAL_STRUCTURES 9
3 1.2 4 1.2 2 -1.2 
LOAD COMB 16 GENERATED INDIAN CODE GENRAL_STRUCTURES 10
3 1.5 5 1.5 
LOAD COMB 17 GENERATED INDIAN CODE GENRAL_STRUCTURES 11
3 1.5 6 1.5 
LOAD COMB 18 GENERATED INDIAN CODE GENRAL_STRUCTURES 12
3 1.5 5 -1.5 
LOAD COMB 19 GENERATED INDIAN CODE GENRAL_STRUCTURES 13
3 1.5 6 -1.5 
LOAD COMB 20 GENERATED INDIAN CODE GENRAL_STRUCTURES 14
3 1.5 1 1.5 
LOAD COMB 21 GENERATED INDIAN CODE GENRAL_STRUCTURES 15
3 1.5 2 1.5 
LOAD COMB 22 GENERATED INDIAN CODE GENRAL_STRUCTURES 16
3 1.5 1 -1.5 
LOAD COMB 23 GENERATED INDIAN CODE GENRAL_STRUCTURES 17
3 1.5 2 -1.5 
LOAD COMB 24 GENERATED INDIAN CODE GENRAL_STRUCTURES 18
3 0.9 1 1.5 
LOAD COMB 25 GENERATED INDIAN CODE GENRAL_STRUCTURES 19
3 0.9 2 1.5 
LOAD COMB 26 GENERATED INDIAN CODE GENRAL_STRUCTURES 20
3 0.9 1 -1.5 
LOAD COMB 27 GENERATED INDIAN CODE GENRAL_STRUCTURES 21
3 0.9 2 -1.5 
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE IS13920
FC 30000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
DESIGN BEAM 1 TO 35 76 TO 110 151 TO 190
DESIGN COLUMN 36 TO 75 111 TO 150
END CONCRETE DESIGN
FINISH
