STAAD SPACE DXF IMPORT OF CENTER LINE PLAN.DXF
START JOB INFORMATION
ENGINEER DATE 06-May-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
93 876.856 3.84 99.1972; 94 856.356 3.84 99.1972; 96 856.356 3.84 111.697;
97 876.856 3.84 106.697; 98 872.356 3.84 106.697; 99 876.856 3.84 111.698;
101 872.356 3.84 101.697; 102 868.356 3.84 111.698; 103 868.356 3.84 101.697;
104 864.356 3.84 111.697; 105 864.356 3.84 101.697; 106 860.356 3.84 111.698;
107 860.356 3.84 101.697; 110 856.356 3.84 101.697; 111 876.856 3.84 101.697;
112 855.356 3.84 99.1972; 113 855.356 3.84 101.697; 114 872.356 3.84 99.1972;
115 868.356 3.84 99.1972; 116 864.356 3.84 99.1972; 117 860.356 3.84 99.1972;
118 876.856 -0.38 99.1972; 119 856.356 -0.38 99.1972;
120 876.856 -0.38 111.697; 122 876.856 -0.38 106.697;
123 872.356 -0.38 111.702; 124 868.356 -0.38 111.698;
125 864.356 -0.38 111.697; 126 860.356 -0.38 111.698;
127 856.356 -0.38 101.697; 128 876.856 -0.38 101.697;
129 872.356 -0.38 99.1972; 130 868.356 -0.38 99.1972;
131 864.356 -0.38 99.1972; 132 860.356 -0.38 99.1972;
133 860.356 -0.38 101.697; 134 872.356 -0.38 101.697;
135 868.356 -0.38 101.697; 136 864.356 -0.38 101.697;
137 856.356 -0.38 111.698; 138 860.356 0.64 111.698; 139 864.356 0.64 111.697;
140 868.356 0.64 111.698; 142 876.856 0.64 111.697; 143 876.856 0.64 106.697;
144 876.856 0.64 101.697; 145 876.856 0.64 99.1972; 147 868.356 0.64 99.1972;
148 864.356 0.64 99.1972; 149 860.356 0.64 99.1972; 150 856.356 0.64 99.1972;
151 856.356 0.64 101.697; 152 860.356 0.64 101.697; 154 868.356 0.64 101.697;
155 864.356 0.64 101.697; 156 856.356 0.64 111.698; 157 872.356 0.64 101.702;
158 872.356 0.64 99.202; 159 872.356 0.64 111.698; 160 872.356 3.84 111.697;
161 876.856 7.04 99.1972; 164 876.856 7.04 101.697; 165 873.711 7.04 99.1972;
166 873.711 3.84 99.1972; 167 873.711 7.04 101.697; 168 873.711 3.84 101.697;
169 855.356 3.84 99.8221; 170 855.356 3.84 100.447; 171 855.356 3.84 101.072;
172 855.856 3.84 101.697; 173 856.356 3.84 101.072; 174 856.356 3.84 100.447;
175 856.356 3.84 99.8221; 176 855.856 3.84 99.1972; 177 855.856 3.84 99.8221;
178 855.856 3.84 100.447; 179 855.856 3.84 101.072;
MEMBER INCIDENCES
54 93 166; 55 99 160; 56 97 98; 57 93 111; 59 102 103; 60 104 105; 61 106 107;
62 96 110; 64 110 107; 65 94 176; 66 110 172; 72 106 138; 73 104 139;
74 102 140; 75 160 159; 76 99 142; 77 97 143; 78 111 144; 79 93 145;
80 114 158; 81 115 147; 82 116 148; 83 117 149; 84 94 150; 85 110 151;
86 107 152; 87 101 157; 88 103 154; 89 105 155; 90 96 156; 91 138 126;
92 139 125; 93 140 124; 94 159 123; 95 142 120; 96 143 122; 97 144 128;
98 145 118; 99 158 129; 100 147 130; 101 148 131; 102 149 132; 103 150 119;
104 151 127; 105 152 133; 106 157 134; 107 154 135; 108 155 136; 109 156 137;
110 156 138; 111 138 139; 112 139 140; 113 159 140; 114 159 142; 115 150 151;
116 151 156; 117 151 152; 118 152 155; 119 155 154; 120 157 154; 121 157 144;
122 150 149; 123 149 148; 124 148 147; 125 158 147; 126 158 145; 127 152 138;
128 155 139; 129 154 140; 131 144 143; 132 117 94; 133 116 117; 134 115 116;
135 114 115; 137 106 96; 138 104 106; 139 102 104; 140 160 102; 142 97 99;
143 111 97; 144 98 101; 145 160 98; 146 110 173; 147 111 168; 149 103 101;
150 105 103; 151 107 105; 152 157 159; 153 143 142; 157 161 93; 163 144 145;
166 164 111; 168 165 166; 170 167 168; 171 166 168; 172 166 114; 173 168 101;
174 172 113; 175 173 174; 176 174 175; 177 175 94; 178 176 112;
ELEMENT INCIDENCES SHELL
179 169 177 176 112; 180 177 175 94 176; 181 170 178 177 169;
182 178 174 175 177; 183 171 179 178 170; 184 179 173 174 178;
185 113 172 179 171; 186 172 110 173 179;
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
PARAMETRIC MODEL FLOOR 
TYPE UNDEFINED
MESH PARAM 0.5 4 1 1
MESH ORG 1 2 3
BOUNDARY 4
112 0 10 113 0 10 110 0 10 94 0 10
GENERATED NODES 169 TO 179
GENERATED PLATES ALL
END
!> END GENERATED DATA BLOCK
START GROUP DEFINITION
FLOOR
_SLABS3ONEWAY 59 TO 62 64 137 TO 140 144 145 149 TO 151
_SLABS2ONEWAY 64 132 TO 135 146 149 TO 151 171 TO 173 175 TO 177
_TWOWAYS4 55 56 142 TO 145 147 173
END GROUP DEFINITION
ELEMENT PROPERTY
179 TO 186 THICKNESS 0.1
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
54 TO 57 64 TO 66 110 TO 115 117 TO 126 131 TO 135 137 TO 140 143 TO 147 149 -
150 TO 151 153 163 171 TO 178 PRIS YD 0.38 ZD 0.23
59 TO 62 116 127 TO 129 152 PRIS YD 0.7 ZD 0.23
72 TO 109 157 166 168 170 PRIS YD 0.23 ZD 0.23
MEMBER PROPERTY AMERICAN
142 PRIS YD 0.38 ZD 0.23
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
118 TO 120 122 TO 137 FIXED
MEMBER OFFSET
59 TO 62 START 0 -0.16 0
59 TO 62 END 0 -0.16 0
137 END -0.115 0 0
MEMBER RELEASE
55 START MX
55 END MX
LOAD 1 LOADTYPE Dead  TITLE DEAD LOAD
SELFWEIGHT Y -1 
ELEMENT LOAD
179 TO 186 PR GY -1.75
ONEWAY LOAD
_SLABS2ONEWAY ONE -4.5 GY
_SLABS3ONEWAY ONE -5 GY
FLOOR LOAD
_TWOWAYS4 FLOAD -5 GY
LOAD 2 LOADTYPE Live  TITLE LIVE LOAD
ELEMENT LOAD
179 TO 186 PR GY -0.75
ONEWAY LOAD
_SLABS2ONEWAY ONE -1.5 GY
_SLABS3ONEWAY ONE -1.5 GY
FLOOR LOAD
_TWOWAYS4 FLOAD -1.5 GY
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.5 2 1.5 
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
FC 20000 ALL
CLEAR 0.04 ALL
FYSEC 415000 ALL
FYMAIN 415000 ALL
RATIO 4 ALL
MINSEC 10 ALL
MINMAIN 12 ALL
MAXSEC 25 ALL
MAXMAIN 25 ALL
ENSH 300 MEMB 54 TO 57 59 TO 62 64 TO 66 110 TO 129 131 TO 135 137 TO 140 -
142 TO 147 149 TO 153 163 171 TO 178
RENSH 0.1 MEMB 54 TO 57 59 TO 62 64 TO 66 110 TO 129 131 TO 135 137 TO 140 -
142 TO 147 149 TO 153 163 171 TO 178
DESIGN BEAM 54 TO 57 59 TO 62 64 TO 66 110 TO 129 131 TO 135 137 TO 140 142 -
143 TO 147 149 TO 153 163 171 TO 178
DESIGN COLUMN 72 TO 109 157 166 168 170
CONCRETE TAKE
START BAR COMBINATION
END BAR COMBINATION
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT STATICS CHECK
FINISH
