STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Jan-18
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0; 5 -2.59808 0 1.5; 6 -2.59808 3 1.5;
7 -2.59808 6 1.5; 8 -2.59808 9 1.5; 9 -2.59808 0 4.5; 10 -2.59808 3 4.5;
11 -2.59808 6 4.5; 12 -2.59808 9 4.5; 13 -3.67382e-016 0 6;
14 -3.67382e-016 3 6; 15 -3.67382e-016 6 6; 16 -3.67382e-016 9 6;
17 2.59808 0 4.5; 18 2.59808 3 4.5; 19 2.59808 6 4.5; 20 2.59808 9 4.5;
21 2.59808 0 1.5; 22 2.59808 3 1.5; 23 2.59808 6 1.5; 24 2.59808 9 1.5;
25 -1.51692 9 3.88391; 26 -1.29904 9 5.25; 27 0.288763 9 3.88885;
28 1.29904 9 5.25; 29 -0.359634 9 4.56312; 30 1.58777 9 3.41664;
31 0.866095 9 2.99998; 32 1.65302 9 2.33323; 33 1.29908 9 4.24998;
34 2.59808 9 3; 35 -0.432957 9 1.25001; 36 1.29904 9 0.75; 37 0.288756 9 2;
38 -0.721584 9 2.08333; 39 3.89105e-005 9 2.99999; 40 -1.87628 9 2.91665;
41 -2.59808 9 3; 42 -1.73197 9 2; 43 -1.29904 9 0.75; 44 -2.59808 12 1.5;
45 -2.59808 12 4.5; 46 5.31178e-008 12 6; 47 2.59808 12 4.5; 48 2.59808 12 1.5;
49 -5.31178e-008 12 0; 111 2.59808 11.9962 1.5; 112 -2.59808 11.9962 1.5;
113 -2.59808 11.9962 4.5; 114 0 11.9962 6; 115 2.59808 11.9962 4.5;
116 0 11.9962 0; 117 -2.11347 12.2813 4.22021; 118 0 12.2813 5.44042;
119 2.11347 12.2813 4.22021; 120 2.11347 12.2813 1.77979;
121 2.38419e-007 12.2813 0.55958; 122 -2.11347 12.2813 1.77979;
123 -1.6057 12.5063 3.92705; 124 0 12.5063 4.8541; 125 1.6057 12.5063 3.92705;
126 1.6057 12.5063 2.07295; 127 0 12.5063 1.1459; 128 -1.6057 12.5063 2.07295;
129 -1.08034 12.6689 3.62373; 130 0 12.6689 4.24747;
131 1.08034 12.6689 3.62373; 132 1.08034 12.6689 2.37626;
133 0 12.6689 1.75253; 134 -1.08034 12.6689 2.37626;
135 -0.543146 12.7671 3.31359; 136 0 12.7671 3.62717;
137 0.543146 12.7671 3.31359; 138 0.543146 12.7671 2.68641;
139 0 12.7671 2.37283; 140 -0.543146 12.7671 2.68641; 141 0 12.8 3;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 4; 4 2 6; 5 3 7; 10 6 10; 11 7 11; 13 9 10; 14 10 11;
15 11 12; 16 10 14; 17 11 15; 19 13 14; 20 14 15; 21 15 16; 22 14 18; 23 15 19;
25 17 18; 26 18 19; 27 19 20; 28 18 22; 29 19 23; 31 21 22; 32 22 23; 33 23 24;
34 22 2; 35 23 3; 181 4 8; 182 8 12; 183 12 16; 184 16 20; 185 20 24; 186 24 4;
187 5 6; 188 6 7; 189 7 8;
ELEMENT INCIDENCES SHELL
38 25 26 12; 40 27 28 29; 41 30 31 32; 42 27 33 28; 44 32 24 34; 46 35 4 36;
47 37 32 31; 48 37 36 32; 49 38 39 25; 51 40 41 42; 53 38 43 35; 54 29 25 39;
55 25 12 41; 56 29 28 16; 57 42 8 43; 58 42 41 8; 59 35 43 4; 60 38 42 43;
61 33 20 28; 62 30 34 20; 63 29 26 25; 64 29 16 26; 65 32 36 24; 66 37 35 36;
67 27 39 31; 68 30 33 31; 69 38 35 37; 70 37 31 39; 71 40 42 38; 72 38 37 39;
73 27 31 33; 74 27 29 39; 75 30 20 33; 76 30 32 34; 77 40 25 41; 78 40 38 25;
79 44 8 12 45; 82 45 12 16 46; 84 46 16 20 47; 86 47 20 24 48; 88 48 24 4 49;
90 49 4 8 44; 151 113 114 118 117; 152 114 115 119 118; 153 115 111 120 119;
154 111 116 121 120; 155 116 112 122 121; 156 112 113 117 122;
157 117 118 124 123; 158 118 119 125 124; 159 119 120 126 125;
160 120 121 127 126; 161 121 122 128 127; 162 122 117 123 128;
163 123 124 130 129; 164 124 125 131 130; 165 125 126 132 131;
166 126 127 133 132; 167 127 128 134 133; 168 128 123 129 134;
169 129 130 136 135; 170 130 131 137 136; 171 131 132 138 137;
172 132 133 139 138; 173 133 134 140 139; 174 134 129 135 140; 175 135 136 141;
176 136 137 141; 177 137 138 141; 178 138 139 141; 179 139 140 141;
180 140 135 141;
ELEMENT PROPERTY
38 40 TO 42 44 46 TO 49 51 53 TO 78 THICKNESS 0.4
79 82 84 86 88 90 151 TO 180 THICKNESS 0.3
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 AMERICAN
1 TO 3 13 TO 15 19 TO 21 25 TO 27 31 TO 33 187 TO 189 PRIS YD 0.6
4 5 10 11 16 17 22 23 28 29 34 35 181 TO 186 PRIS YD 0.3 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 5 9 13 17 21 FIXED
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1
SELFWEIGHT Y -1 LIST 1 TO 5 10 11 13 TO 17 19 TO 23 25 TO 29 31 TO 35 38 40 -
41 TO 42 44 46 TO 49 51 53 TO 79 82 84 86 88 90 151 TO 189
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LOAD CASE 2
ELEMENT LOAD
38 40 TO 42 44 46 TO 49 51 53 TO 78 PR 300
79 TRAP JT 0 300 300 0
82 TRAP JT 0 300 300 0
84 TRAP JT 0 300 300 0
86 TRAP JT 0 300 300 0
88 TRAP JT 0 300 300 0
90 TRAP JT 0 300 300 0
PERFORM ANALYSIS
START CONCRETE DESIGN
CODE INDIAN
FC 30000 ALL
FYMAIN 415000 ALL
FYSEC 250000 ALL
DESIGN BEAM 4 5 10 11 16 17 22 23 28 29 34 35 181 TO 186
DESIGN COLUMN 1 TO 3 13 TO 15 19 TO 21 25 TO 27 31 TO 33 187 TO 189
DESIGN ELEMENT 38 40 TO 42 44 46 TO 49 51 53 TO 79 82 84 86 88 90 151 TO 180
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
FINISH
