STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 17-Apr-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.50521 0 0; 3 0 0 4.11481; 4 3.50521 0 4.11481; 5 7.62002 0 0;
6 7.62002 0 4.11481; 7 0 0 8.07722; 8 3.50521 0 8.07722; 9 7.62002 0 8.07722;
10 0 2.83465 0; 11 3.50521 2.83465 0; 12 0 2.83465 4.11481;
13 3.50521 2.83465 4.11481; 14 7.62002 2.83465 0; 15 7.62002 2.83465 4.11481;
16 0 2.83465 8.07722; 17 3.50521 2.83465 8.07722; 18 7.62002 2.83465 8.07722;
19 0 5.66929 0; 20 3.50521 5.66929 0; 21 0 5.66929 4.11481;
22 3.50521 5.66929 4.11481; 23 7.62002 5.66929 0; 24 7.62002 5.66929 4.11481;
25 0 5.66929 8.07722; 26 3.50521 5.66929 8.07722; 27 7.62002 5.66929 8.07722;
28 0 8.50394 0; 29 3.50521 8.50394 0; 30 0 8.50394 4.11481;
31 3.50521 8.50394 4.11481; 32 7.62002 8.50394 0; 33 7.62002 8.50394 4.11481;
34 0 8.50394 8.07722; 35 3.50521 8.50394 8.07722; 37 3.50521 2.83465 9.1745;
38 7.62002 2.83465 9.1745; 39 3.50521 5.66929 9.1745;
40 7.62002 5.66929 9.1745; 41 8.7173 2.83465 4.11481;
42 8.7173 2.83465 8.07722; 43 8.7173 5.66929 4.11481;
44 8.7173 5.66929 8.07722; 45 8.7173 2.83465 9.1745; 46 8.7173 5.66929 9.1745;
47 5.05521 2.83465 0; 48 5.05521 2.83465 4.11481; 49 5.05521 5.66929 0;
50 5.05521 5.66929 4.11481; 51 3.50521 1.418 0; 52 7.62002 1.418 0;
53 3.50521 4.25301 0; 54 7.62002 4.25301 0;
MEMBER INCIDENCES
1 1 3; 2 2 4; 3 1 2; 4 2 5; 5 5 6; 9 3 4; 10 4 6; 11 3 7; 12 7 8; 13 8 9;
14 4 8; 15 6 9; 16 1 10; 17 2 51; 18 3 12; 19 4 13; 20 5 52; 21 6 15; 22 7 16;
23 8 17; 24 9 18; 25 10 12; 26 11 13; 27 10 11; 28 11 47; 29 14 15; 30 12 13;
31 13 48; 32 12 16; 33 16 17; 34 17 18; 35 13 17; 36 15 18; 37 10 19; 38 11 53;
39 12 21; 40 13 22; 41 14 54; 42 15 24; 43 16 25; 44 17 26; 46 19 21; 47 20 22;
48 19 20; 49 20 49; 50 23 24; 51 21 22; 52 22 50; 53 21 25; 54 25 26; 55 26 27;
56 22 26; 57 24 27; 58 19 28; 59 20 29; 60 21 30; 61 22 31; 62 23 32; 63 24 33;
64 25 34; 65 26 35; 67 28 30; 68 29 31; 69 28 29; 70 29 32; 71 32 33; 72 30 31;
73 31 33; 74 30 34; 75 34 35; 77 31 35; 79 17 37; 80 37 38; 81 15 41; 82 41 42;
83 18 38; 84 18 42; 85 38 45; 86 42 45; 87 26 39; 88 39 40; 89 40 46; 90 24 43;
91 43 44; 92 44 46; 93 27 44; 94 27 40; 95 47 14; 96 48 15; 97 47 48; 98 49 23;
99 50 24; 100 49 50; 103 51 52; 106 53 54; 107 51 11; 108 52 14; 109 53 20;
110 54 23;
UNIT FEET KN
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 AMERICAN
16 TO 24 37 TO 44 58 TO 65 107 TO 110 PRIS YD 1 ZD 1
1 TO 5 9 TO 15 25 TO 36 46 TO 57 67 TO 75 77 79 TO 100 103 -
106 PRIS YD 1.16 ZD 0.75
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER CRACKED
16 18 19 21 TO 24 37 39 40 42 TO 44 58 TO 64 -
65 REDUCTION RIX 0.700000 RIY 0.700000 RIZ 0.700000
1 TO 5 9 TO 15 25 TO 36 46 TO 57 67 TO 75 77 79 TO 93 -
94 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000
SUPPORTS
1 TO 9 FIXED
UNIT METER KN
MEMBER RELEASE
97 100 START MX MY MZ
97 100 END MX MY MZ
UNIT FEET KN
SLAVE ZX MASTER 10 JOINT 10 TO 18 37 38 41 42 45 47 TO 50
SLAVE ZX MASTER 19 JOINT 19 TO 27 39 40 43 44 46
SLAVE ZX MASTER 28 JOINT 28 TO 35
****seismice load calc****
UNIT METER KN
DEFINE 1893 ACCIDENTAL LOAD
ZONE 0.24 RF 5 I 1 SS 2 ST 1 DM 0.05 PX 0.267 PZ 0.277
*dead load seismic*
SELFWEIGHT -1 
MEMBER WEIGHT
3 27 48 UNI 0 -10.87
1 4 5 11 TO 13 15 25 28 29 32 TO 34 36 46 49 50 52 TO 54 56 95 97 TO 99 -
100 UNI 0 -7.61
9 30 UNI 0 -5.2
2 14 26 35 47 51 UNI 0 -3.64
67 69 TO 71 73 TO 75 77 UNI 0 -2.09
FLOOR WEIGHT
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505 ZRANGE 0 8.077 GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717 ZRANGE 4.115 9.174 GY
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
31 52 96 99 103 106 UNI 0 -3.32
*live load seismic*
FLOOR LOAD
YRANGE 1 6 FLOAD -2 XRANGE 0 3.505  ZRANGE 0 8.077  GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717  ZRANGE 4.115 9.174  GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62  ZRANGE 0 8.077  GY
ONEWAY LOAD
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
31 52 96 99 103 106 UNI GY -0.77
*primary load definition*
LOAD 1 LOADTYPE Seismic  TITLE EQX+
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE EQX-
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic  TITLE EQY+
1893 LOAD Y 1
LOAD 4 LOADTYPE Seismic  TITLE EQY-
1893 LOAD Y -1
LOAD 5 LOADTYPE Seismic  TITLE EQZ+
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic  TITLE EQZ-
1893 LOAD Z -1
*dead load*
LOAD 7 LOADTYPE Dead  TITLE DEAD
SELFWEIGHT Y -1 LIST 1 TO 5 9 TO 16 18 19 21 TO 37 39 40 42 TO 44 46 TO 65 -
67 TO 75 77 79 TO 100
SELFWEIGHT Y -1 LIST 41
MEMBER LOAD
1 4 5 11 TO 13 15 25 28 29 32 TO 34 36 46 49 50 52 TO 54 56 95 97 TO 99 -
100 UNI GY -7.61
9 30 UNI GY -5.2
2 14 26 35 47 51 UNI GY -3.64
67 69 TO 71 73 TO 75 77 UNI GY -2.09
FLOOR LOAD
YRANGE 1 6 FLOAD -2.5 XRANGE 0 3.505  ZRANGE 0 8.077  GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717  ZRANGE 4.115 9.174  GY
YRANGE 6 9 FLOAD -2.5 XRANGE 0 7.62  ZRANGE 0 8.077  GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505  ZRANGE 0 8.077  GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717  ZRANGE 4.115 9.174  GY
YRANGE 6 9 FLOAD -1 XRANGE 0 7.62  ZRANGE 0 8.077  GY
YRANGE 1 6 FLOAD -1 XRANGE 0 3.505  ZRANGE 0 8.077  GY
YRANGE 1 6 FLOAD -1 XRANGE 3.505 8.717  ZRANGE 4.115 9.174  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
31 52 96 99 103 106 UNI GY -3.32
3 27 48 UNI GY -10.87
*live load*
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 8.077  GY
YRANGE 1 6 FLOAD -2 XRANGE 3.505 8.717  ZRANGE 4.115 9.174  GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62  ZRANGE 0 8.077  GY
ONEWAY LOAD
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055  ZRANGE 0 4.115  GY
MEMBER LOAD
31 52 96 99 103 106 UNI GY -0.77
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 0.611 HEIG  8.5
LOAD 9 LOADTYPE Wind  TITLE WINDX
WIND LOAD X 1 TYPE 1 XR 0 2 YR 0 9 ZR 0 8.077
WIND LOAD X -1 TYPE 1 XR 5 8 YR 0 9 ZR 0 9
WIND LOAD Z 1 TYPE 1 XR 0 8 YR 0 9 ZR 0 1
WIND LOAD Z -1 TYPE 1 XR 0 8 YR 0 9 ZR 6 9
LOAD 10 LOADTYPE Wind  TITLE WINDZ
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS PRINT ALL
FINISH
