STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Nov-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KN
JOINT COORDINATES
1 0 0 0; 2 11.5 0 0; 3 25 0 0; 4 0 0 13.5; 5 11.5 0 13.5; 6 25 0 13.5;
7 0 0 27; 8 11.5 0 27; 9 25 0 27; 10 0 9.3 0; 11 11.5 9.3 0; 12 25 9.3 0;
13 0 9.3 13.5; 14 11.5 9.3 13.5; 15 25 9.3 13.5; 16 0 9.3 27; 17 11.5 9.3 27;
18 25 9.3 27; 19 0 18.6 0; 20 11.5 18.6 0; 21 25 18.6 0; 22 0 18.6 13.5;
23 11.5 18.6 13.5; 24 25 18.6 13.5; 25 0 18.6 27; 26 11.5 18.6 27;
27 25 18.6 27; 28 0 27.9 0; 29 11.5 27.9 0; 30 25 27.9 0; 31 0 27.9 13.5;
32 11.5 27.9 13.5; 33 25 27.9 13.5; 34 0 27.9 27; 35 11.5 27.9 27;
37 28.6 9.3 13.5; 38 28.6 9.3 27; 39 11.5 9.3 30.6; 40 25 9.3 30.6;
41 28.6 18.6 27; 42 28.6 18.6 13.5; 43 25 18.6 30.6; 44 11.5 18.6 30.6;
45 28.5991 9.3 30.6; 46 28.5991 18.6 30.6; 47 16.5833 9.3 0;
48 16.5833 9.3 13.5; 49 16.5833 18.6 0; 50 16.5833 18.6 13.5;
51 11.5 4.65223 0; 52 25 4.65223 0; 53 11.5 13.9534 0; 54 25 13.9534 0;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 3 6; 4 6 9; 5 9 8; 6 8 7; 7 7 4; 8 4 1; 9 4 5; 10 5 6; 11 2 5;
12 5 8; 13 1 10; 14 2 11; 15 3 12; 16 4 13; 17 5 14; 18 6 15; 19 7 16; 20 8 17;
21 9 18; 22 10 11; 23 11 12; 24 12 15; 25 15 18; 26 18 17; 27 17 16; 28 16 13;
29 13 10; 30 13 14; 31 14 48; 32 11 14; 33 14 17; 34 10 19; 35 11 20; 36 12 21;
37 13 22; 38 14 23; 39 15 24; 40 16 25; 41 17 26; 42 18 27; 43 19 20; 44 20 21;
45 21 24; 46 24 27; 47 27 26; 48 26 25; 49 25 22; 50 22 19; 51 22 23; 52 23 50;
53 20 23; 54 23 26; 55 19 28; 56 20 29; 57 21 30; 58 22 31; 59 23 32; 60 24 33;
61 25 34; 62 26 35; 64 28 29; 65 29 30; 66 30 33; 69 35 34; 70 34 31; 71 31 28;
72 31 32; 73 32 33; 74 29 32; 75 32 35; 76 18 38; 77 15 37; 78 18 40; 79 17 39;
80 27 41; 81 24 42; 82 27 43; 83 26 44; 84 37 38; 85 38 45; 86 45 40; 87 40 39;
88 42 41; 89 41 46; 90 46 43; 91 43 44; 93 48 15; 94 47 48; 96 50 24; 97 49 50;
100 51 52; 103 53 54;
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.01771e+006
POISSON 0.17
DENSITY 0.668728
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2562.18
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
13 TO 21 34 TO 42 55 TO 62 PRIS YD 1 ZD 1
1 TO 12 22 TO 33 43 TO 54 64 TO 66 69 TO 91 93 94 96 97 100 -
103 PRIS YD 1.16 ZD 0.75
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 33 43 45 TO 54 64 TO 66 69 TO 82 -
83 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000
SUPPORTS
1 TO 9 FIXED
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 9.3 JOINT 10 TO 18 37 TO 40 45 47 TO 50
DIA 2 TYPE RIG HEI 18.6 JOINT 19 TO 27 41 TO 44 46 49 50
DIA 3 TYPE RIG HEI 27.9 JOINT 28 TO 35
UNIT METER KN
MEMBER RELEASE
94 97 START MX MY MZ
94 97 END MX MY MZ
****Seismic Load Calculation****
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1.2 SS 2 ST 1 DM 5 PX 0.277 PZ 0.267
****Dead Loads (Seismic)***
SELFWEIGHT 1 
MEMBER WEIGHT
1 22 43 UNI 3.31318
2 TO 8 24 TO 29 45 48 TO 50 52 54 94 96 97 100 103 UNI 2.33782
9 30 UNI 1.58496
11 12 32 33 51 53 UNI 1.10947
64 TO 66 69 TO 71 73 75 UNI 0.637033
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 3.505 9.327
YRANGE 6 9 FLOAD 1 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 
YRANGE 1 6 ONE 1 XRANGE 3.505 5.055  ZRANGE 0 4.115 
MEMBER WEIGHT
100 103 UNI 3.31
****Live Loads(Seismic)****
FLOOR WEIGHT
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 XRANGE 0 7.62 ZRANGE 0 8.23
ONEWAY LOAD
YRANGE 1 6 ONE 0.5 XRANGE 3.505 5.055  ZRANGE 0 4.115 
MEMBER WEIGHT
100 103 UNI 0.39
****Primary Load Definition****
LOAD 1 LOADTYPE Seismic  TITLE EQX+
1893 LOAD X 1
LOAD 2 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 Loads***
LOAD 7 LOADTYPE Dead  TITLE DEAD
MEMBER LOAD
1 22 43 UNI GY -3.31318
2 TO 8 24 TO 29 45 48 TO 50 52 54 94 96 97 100 103 UNI GY -2.33782
44 UNI GY -2.33782 1.54939 4.11481
44 UNI GY -2.33782 0 1.54939
23 UNI GY -2.33782 1.54939 4.11481
23 UNI GY -2.33782 0 1.54939
9 30 UNI GY -1.58496
11 12 32 33 51 53 UNI GY -1.10947
64 TO 66 69 TO 71 73 75 UNI GY -0.637033
SELFWEIGHT Y -1 LIST 1 TO 13 16 TO 22 24 TO 34 37 TO 43 45 TO 62 64 TO 66 -
69 TO 83 94 97
SELFWEIGHT Y -1 LIST 44
SELFWEIGHT Y -1 LIST 23
SELFWEIGHT Y -1 LIST 36
SELFWEIGHT Y -1 LIST 35
SELFWEIGHT Y -1 LIST 15
SELFWEIGHT Y -1 LIST 14
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 3.505 9.327  GY
YRANGE 6 9 FLOAD -1 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
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
100 103 UNI GY -3.31
44 UNI GY -3.31 1.54939 4.11481
44 UNI GY -3.31 0 1.54939
23 UNI GY -3.31 1.54939 4.11481
23 UNI GY -3.31 0 1.54939
****Live Loads****
UNIT FEET KN
LOAD 8 LOADTYPE Live  TITLE LIVE
UNIT METER KN
FLOOR LOAD
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 -2 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
100 103 UNI GY -2.303
44 UNI GY -2.303 1.54939 4.11481
44 UNI GY -2.303 0 1.54939
23 UNI GY -2.303 1.54939 4.11481
23 UNI GY -2.303 0 1.54939
PERFORM ANALYSIS PRINT ALL
FINISH
