STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 02-May-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 3 11.5 0 0; 4 25 0 0; 5 0 0 13.5; 6 11.5 0 13.5; 7 25 0 13.5;
8 0 0 27; 9 11.5 0 27; 10 25 0 27; 11 0 9.3 0; 12 11.5 9.3 0; 13 25 9.3 0;
14 0 9.3 13.5; 15 11.5 9.3 13.5; 16 25 9.3 13.5; 17 0 9.3 27; 18 11.5 9.3 27;
19 25 9.3 27; 20 0 18.6 0; 21 11.5 18.6 0; 22 25 18.6 0; 23 0 18.6 13.5;
24 11.5 18.6 13.5; 25 25 18.6 13.5; 26 0 18.6 27; 27 11.5 18.6 27;
28 25 18.6 27; 29 0 27.9 0; 30 11.5 27.9 0; 31 25 27.9 0; 32 0 27.9 13.5;
33 11.5 27.9 13.5; 34 25 27.9 13.5; 35 0 27.9 27; 36 11.5 27.9 27;
38 11.5 9.3 30.6; 39 25 9.3 30.6; 40 28.6 9.3 13.5; 41 28.6 9.3 27;
42 11.5 18.6 30.6; 43 25 18.6 30.6; 44 28.6 18.6 13.5; 45 28.6 18.6 27;
46 16.5833 9.3 0; 47 16.5833 9.3 13.5; 48 16.5833 18.6 0; 49 16.5833 18.6 13.5;
52 11.5 13.9534 0; 53 25 13.9534 0; 54 11.5 4.65222 0; 55 25 4.65222 0;
MEMBER INCIDENCES
1 1 3; 2 3 4; 3 4 7; 4 7 10; 5 10 9; 6 9 8; 7 8 5; 8 5 1; 9 5 6; 10 6 7;
11 3 6; 12 6 9; 13 1 11; 14 3 54; 15 4 55; 16 5 14; 17 6 15; 18 7 16; 19 8 17;
20 9 18; 21 10 19; 22 11 12; 23 12 46; 24 13 16; 25 16 19; 26 19 18; 27 18 17;
28 17 14; 29 14 11; 30 14 15; 31 15 47; 32 12 15; 33 15 18; 34 11 20; 35 12 52;
36 13 53; 37 14 23; 38 15 24; 39 16 25; 40 17 26; 41 18 27; 42 19 28; 43 20 21;
44 21 48; 45 22 25; 46 25 28; 47 28 27; 48 27 26; 49 26 23; 50 23 20; 51 23 24;
52 24 49; 53 21 24; 54 24 27; 55 20 29; 56 21 30; 57 22 31; 58 23 32; 59 24 33;
60 25 34; 61 26 35; 62 27 36; 64 29 30; 65 30 31; 66 31 34; 69 36 35; 70 35 32;
71 32 29; 72 32 33; 73 33 34; 74 30 33; 75 33 36; 76 18 38; 77 19 39; 78 16 40;
79 19 41; 80 40 41; 81 39 38; 82 27 42; 83 28 43; 84 25 44; 85 28 45; 86 42 43;
87 45 44; 90 46 47; 93 48 49; 99 52 53; 100 48 22; 101 49 25; 102 46 13;
103 47 16; 104 52 21; 105 53 22; 106 54 12; 107 55 13; 108 55 54;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17184e+007
POISSON 0.17
DENSITY 23.6158
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 25000
G 9.28137e+006
ISOTROPIC STEEL
E 1.99947e+008
POISSON 0.3
DENSITY 76.8191
ALPHA 6e-006
DAMP 0.03
G 7.69027e+007
TYPE STEEL
STRENGTH FY 248210 FU 399894 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
13 TO 21 34 TO 42 55 TO 62 104 TO 107 PRIS YD 0.35 ZD 0.35
1 TO 12 22 TO 33 43 TO 54 64 TO 66 69 TO 87 90 93 99 TO 103 -
108 PRIS YD 0.35 ZD 0.25
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER CRACKED
13 16 TO 21 34 37 TO 42 55 TO 61 -
62 REDUCTION RIX 0.700000 RIY 0.700000 RIZ 0.700000
1 TO 12 22 24 TO 30 32 33 43 45 TO 51 53 54 64 TO 66 69 TO 84 -
85 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000
SUPPORTS
1 3 TO 10 FIXED
MEMBER RELEASE
90 93 START MX MY MZ
90 93 END MX MY MZ
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 9.3 JOINT 11 TO 19 38 TO 41 46 TO 49
DIA 2 TYPE RIG HEI 18.6 JOINT 20 TO 28 42 TO 45
DIA 3 TYPE RIG HEI 27.9 JOINT 29 TO 36
** Dead Load***
LOAD 1 LOADTYPE Dead  TITLE DEAD
MEMBER LOAD
1 22 43 UNI GY -10.87
3 TO 8 23 TO 29 45 48 TO 50 52 54 90 93 100 TO 102 UNI GY -7.67
9 30 UNI GY -5.2
10 TO 12 31 TO 33 51 53 103 UNI GY -3.64
SELFWEIGHT Y -1 
MEMBER LOAD
64 TO 66 69 TO 71 73 75 UNI GY -2.09
FLOOR LOAD
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717  ZRANGE 4.115 9.327  GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717  ZRANGE 4.115 9.327  GY
ONEWAY LOAD
YRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
31 52 99 101 103 108 UNI GY -3.32
***Live Load***
LOAD 2 LOADTYPE Live  TITLE LIVE
FLOOR LOAD
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717  ZRANGE 3.505 9.327  GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -2 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717  ZRANGE 4.115 9.327  GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62  ZRANGE 0 8.23  GY
ONEWAY LOAD
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
31 52 99 101 103 108 UNI GY -0.77
***Seismic Load Calculation***
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1.2 SS 2 ST 1 DM 0.267 PX 0.277 PZ 0.5
SELFWEIGHT 1 
*** Dead Load Seismic***
MEMBER WEIGHT
1 22 43 UNI 10.87
3 TO 8 23 TO 29 45 48 TO 50 52 54 90 93 100 TO 102 UNI 7.67
9 30 UNI 5.2
10 TO 12 31 TO 33 51 53 103 UNI 3.64
SELFWEIGHT 1 
MEMBER WEIGHT
64 TO 66 69 TO 71 73 75 UNI 2.09
FLOOR WEIGHT
YRANGE 1 6 FLOAD 2.5 XRANGE 0 3.505 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.327
YRANGE 6 9 FLOAD 2.5 XRANGE 0 7.62 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 1 XRANGE 0 3.505 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 1 XRANGE 3.505 8.717 ZRANGE 4.115 9.327
ONEWAY LOAD
YRANGE 1 6 ONE 2.5 XRANGE 3.505 5.055  ZRANGE 0 4.115 
MEMBER WEIGHT
31 52 99 101 103 108 UNI 3.32
***Live Load Seismic***
FLOOR LOAD
YRANGE 1 6 FLOAD 0.25 XRANGE 0 3.505  ZRANGE 0 8.23 
YRANGE 1 6 FLOAD 0.25 XRANGE 3.505 8.717  ZRANGE 3.505 9.327 
YRANGE 6 9 FLOAD 0.25 XRANGE 0 7.62  ZRANGE 0 8.23 
YRANGE 1 6 FLOAD 0.5 XRANGE 0 3.505  ZRANGE 0 8.23 
YRANGE 1 6 FLOAD 0.5 XRANGE 3.505 8.717  ZRANGE 4.115 9.327 
YRANGE 6 9 FLOAD 0.63 XRANGE 0 7.62  ZRANGE 0 8.23 
ONEWAY LOAD
YRANGE 1 6 ONE 0.25 XRANGE 3.505 5.055  ZRANGE 0 4.115 
YRANGE 1 6 ONE 0.25 XRANGE 3.505 5.055  ZRANGE 0 4.115 
***Primary Load Calculation***
LOAD 3 LOADTYPE Seismic  TITLE EQX
1893 LOAD X 1
LOAD 4 LOADTYPE Seismic  TITLE EQX-
1893 LOAD X -1
LOAD 5 LOADTYPE Seismic  TITLE EQZ
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic  TITLE EQZ-
1893 LOAD Z -1
*** Dead Load***
LOAD 1 LOADTYPE Dead  TITLE DEAD
MEMBER LOAD
1 22 43 UNI GY -10.87
3 TO 8 23 TO 29 45 48 TO 50 52 54 90 93 100 TO 102 UNI GY -7.67
9 30 UNI GY -5.2
10 TO 12 31 TO 33 51 53 103 UNI GY -3.64
SELFWEIGHT Y -1 
MEMBER LOAD
64 TO 66 69 TO 71 73 75 UNI GY -2.09
FLOOR LOAD
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717  ZRANGE 4.115 9.327  GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717  ZRANGE 4.115 9.327  GY
ONEWAY LOAD
YRANGE 1 6 ONE -2.5 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
31 52 99 101 103 108 UNI GY -3.32
***Live Load***
LOAD 2 LOADTYPE Live  TITLE LIVE
FLOOR LOAD
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717  ZRANGE 3.505 9.327  GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -2 XRANGE 0 3.505  ZRANGE 0 8.23  GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717  ZRANGE 4.115 9.327  GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62  ZRANGE 0 8.23  GY
ONEWAY LOAD
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
31 52 99 101 103 108 UNI GY -0.77
PERFORM ANALYSIS PRINT ALL
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PERFORM ANALYSIS
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FINISH
