STAAD SPACE DXF IMPORT OF CENTER LINE DIAG.DXF
START JOB INFORMATION
ENGINEER DATE 11-Sep-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
22 20752 3200 -12663.1; 23 251.932 3200 -12663.1; 24 252 3200 -163.062;
25 20751.9 3200 -5163.06; 26 16251.9 3200 -5163.06; 27 20751.9 3200 -162.76;
28 16251.9 3200 -158.768; 29 16251.9 3200 -10163.1; 30 12251.9 3200 -163.062;
31 12251.9 3200 -10163.1; 32 8251.93 3200 -163.062; 33 8251.93 3200 -10163.1;
34 4251.93 3200 -163.062; 35 4251.93 3200 -10163.1; 36 251.932 3200 -10163.1;
37 17606.9 3200 -12663.1; 38 17606.9 3200 -10163.1; 39 20751.9 3200 -10163.1;
40 -748.068 3200 -12663.1; 41 -748.068 3200 -10163.1; 42 4251.93 3200 -12663.1;
43 8251.93 3200 -12663.1; 44 12251.9 3200 -12663.1; 45 16251.9 3200 -12663.1;
50 20751.9 1600 -12663.1; 51 20751.9 1600 -10163.1; 56 17606.9 3200 -11413.1;
80 4251.93 0 -10163.1; 81 4251.93 0 -163.062; 82 8251.93 0 -10163.1;
83 8251.93 0 -163.062; 84 12251.9 0 -10163.1; 85 12251.9 0 -163.062;
86 16251.9 0 -10163.1; 87 16251.9 0 -158.768; 88 20751.9 0 -162.76;
89 16251.9 0 -5163.06; 90 20751.9 0 -5163.06; 91 251.932 0 -163.062;
92 251.932 0 -12663.1; 93 20751.9 0 -12663.1; 94 4251.93 0 -12663.1;
95 16251.9 0 -12663.1; 96 8251.93 0 -12663.1; 97 12251.9 0 -12663.1;
98 17606.9 0 -12663.1; 99 17606.9 0 -11413.1; 100 17606.9 0 -10163.1;
101 20751.9 0 -10163.1; 102 251.932 0 -10163.1; 103 4251.93 -1020 -10163.1;
104 4251.93 -1020 -163.062; 105 8251.93 -1020 -10163.1;
106 8251.93 -1020 -163.062; 107 12251.9 -1020 -10163.1;
108 12251.9 -1020 -163.062; 109 16251.9 -1020 -10163.1;
110 16251.9 -1020 -158.768; 111 20751.9 -1020 -162.76;
112 16251.9 -1020 -5163.06; 113 20751.9 -1020 -5163.06;
114 251.932 -1020 -163.062; 115 251.932 -1020 -12663.1;
116 20751.9 -1020 -12663.1; 117 4251.93 -1020 -12663.1;
118 16251.9 -1020 -12663.1; 119 8251.93 -1020 -12663.1;
120 12251.9 -1020 -12663.1; 121 17606.9 -1020 -12663.1;
123 17606.9 -1020 -10163.1; 124 20751.9 -1020 -10163.1;
125 251.932 -1020 -10163.1; 126 19971.9 1600 -12663.1;
127 19971.9 1600 -10163.1; 128 19971.9 1600 -11413.1;
MEMBER INCIDENCES
1 93 98; 3 90 89; 4 93 101; 5 87 89; 6 85 84; 7 83 82; 8 81 80; 9 91 102;
11 102 80; 17 102 92; 19 85 83; 20 83 81; 21 81 91; 22 89 86; 23 86 100;
24 84 86; 25 82 84; 26 80 82; 27 90 88; 29 101 90; 30 85 87; 31 87 88;
32 22 37; 33 25 26; 34 50 51; 35 28 26; 36 30 31; 37 32 33; 38 34 35; 39 24 36;
40 37 56; 41 36 35; 42 23 40; 43 36 41; 44 36 23; 45 40 41; 46 30 32; 47 32 34;
48 34 24; 49 26 29; 50 29 38; 51 31 29; 52 33 31; 53 35 33; 54 25 27; 56 39 25;
57 30 28; 58 28 27; 61 91 24; 62 81 34; 63 90 25; 64 88 27; 65 87 28; 66 85 30;
67 83 32; 68 93 50; 69 101 51; 70 92 23; 71 102 36; 73 89 26; 74 86 29;
75 84 31; 76 82 33; 77 80 35; 83 42 23; 85 43 42; 87 44 43; 89 45 44; 90 94 92;
91 42 94; 92 96 94; 93 43 96; 94 97 96; 95 44 97; 96 95 97; 97 45 95; 98 50 22;
99 51 39; 102 98 95; 103 37 98; 104 100 101; 105 38 100; 108 99 100; 114 37 45;
115 38 39; 116 80 103; 117 81 104; 118 82 105; 119 83 106; 120 84 107;
121 85 108; 122 86 109; 123 87 110; 124 88 111; 125 89 112; 126 90 113;
127 91 114; 128 92 115; 129 93 116; 130 94 117; 131 95 118; 132 96 119;
133 97 120; 134 98 121; 136 100 123; 137 101 124; 138 102 125; 139 22 39;
140 50 126; 141 51 127; 143 98 126; 165 126 128; 181 99 128; 283 98 99;
303 128 56; 341 128 127; 379 56 38; 380 38 127;
START GROUP DEFINITION
FLOOR
_S1ONEWAY 42 TO 45
_S2ONEWAY 40 41 44 50 TO 53 83 85 87 89 114 379
_S3ONEWAY 38 39 41 48
_S4TWOWAY 33 35 49 50 54 56 58 115
_S5TWOWAY 32 40 115 139 379
_STAIRCASE 143 165 181 283
_STAIRCASE2 303 341 379 380
_STAIRCASE3 34 140 141 165 341
_S31 37 38 47 53
_S32 36 37 46 52
_S33 35 36 49 51 57
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 21.7185
POISSON 0.17
DENSITY 2.5e-008
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 0.027579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 TO 137 -
138 PRIS YD 380 ZD 230
1 3 TO 5 11 17 19 TO 27 29 TO 35 40 TO 54 56 TO 58 83 85 87 89 90 92 94 96 -
102 104 108 114 115 139 TO 141 143 165 181 283 303 341 379 -
380 PRIS YD 380 ZD 230
6 TO 9 36 TO 39 PRIS YD 700 ZD 230
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
103 TO 121 123 TO 125 FIXED
UNIT METER KN
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
ONEWAY LOAD
_S1ONEWAY ONE -4.25 GY
_S2ONEWAY ONE -4.5 GY
MEMBER LOAD
34 UNI GY -6
32 40 115 139 379 UNI GY -16
39 44 46 TO 48 54 56 TO 58 83 85 87 89 114 UNI GY -5
FLOOR LOAD
_S5TWOWAY FLOAD -4.25 GY
FLOOR LOAD
_S4TWOWAY FLOAD -5 GY
ONEWAY LOAD
_STAIRCASE ONE -7.45 GY INCLINED
_STAIRCASE2 ONE -7.45 GY INCLINED
_STAIRCASE3 ONE -7.45 GY
ONEWAY LOAD
_S3ONEWAY ONE -5 GY
ONEWAY LOAD
_S31 ONE -5 GY
_S32 ONE -5 GY
_S33 ONE -5 GY
LOAD 2 LOADTYPE Live REDUCIBLE TITLE LL
ONEWAY LOAD
_S1ONEWAY ONE -0.75 GY
_S2ONEWAY ONE -1.5 GY
FLOOR LOAD
_S4TWOWAY FLOAD -1.5 GY
_S5TWOWAY FLOAD -1.5 GY
ONEWAY LOAD
_STAIRCASE ONE -5 GY INCLINED
_STAIRCASE2 ONE -5 GY INCLINED
_STAIRCASE3 ONE -5 GY
_S3ONEWAY ONE -1.5 GY
_S31 ONE -1.5 GY
_S32 ONE -1.5 GY
_S33 ONE -1.5 GY
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.5 2 1.5 
PERFORM ANALYSIS PRINT LOAD DATA
PRINT MEMBER FORCES LIST 1 3 TO 9 11 17 19 TO 27 29 TO 54 56 TO 58 61 TO 71 -
73 TO 77 83 85 87 89 TO 99 102 104 105 108 114 TO 133 136 TO 141 165 181 -
283 303 379
PRINT MEMBER STRESSES LIST 1 3 TO 9 11 17 19 TO 27 29 TO 54 56 TO 58 -
61 TO 71 73 TO 77 83 85 87 89 TO 99 102 104 105 108 114 TO 133 136 TO 141 -
165 181 283 303 379
START CONCRETE DESIGN
CODE INDIAN
FC 20000 ALL
TRACK 2 ALL
TORSION 0 ALL
RATIO 4 ALL
BRACE 3 MEMB 61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 TO 138
CLEAR 0.04 ALL
MAXSEC 8 ALL
MAXMAIN 25 MEMB 1 3 TO 9 11 17 19 TO 27 29 TO 54 56 TO 58 83 85 87 89 90 92 -
94 96 102 108 114 115 139 TO 141 143 165 181 283 303 341 379 380
MAXMAIN 32 MEMB 61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 -
137 TO 138
REINF 0 MEMB 61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 TO 138
MINSEC 6 ALL
MINMAIN 10 ALL
FYSEC 250000 ALL
ULZ 1 MEMB 61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 TO 138
ULY 1 MEMB 61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 TO 138
FYMAIN 415000 ALL
DESIGN BEAM 1 3 TO 9 11 17 19 TO 27 29 TO 54 56 TO 58 83 85 87 89 90 92 94 -
96 102 104 108 114 115 139 TO 141 143 165 181 283 341 379
DESIGN COLUMN 61 TO 71 73 TO 77 91 93 95 97 TO 99 103 105 116 TO 134 136 TO 138
RENSH 0.7 MEMB 1 3 TO 9 11 17 19 TO 27 29 TO 54 56 TO 58 83 85 87 89 90 92 -
94 96 102 104 108 114 115 139 TO 141 165 283 341 379
END CONCRETE DESIGN
PRINT MEMBER FORCES ALL
FINISH
