STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 25-Jun-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER 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 11.5 9.3 30.8; 38 25 9.3 30.8; 39 28.6 9.3 13.5; 40 28.6 9.3 27;
41 11.5 18.6 30.8; 42 25 18.6 30.8; 43 28.6 18.6 13.5; 44 28.6 18.6 27;
45 28.5991 9.3 30.8; 46 28.5991 18.6012 30.8; 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 1 4; 4 4 7; 7 9 6; 8 6 5; 9 5 2; 10 3 6; 11 4 5; 12 5 8;
13 1 10; 14 2 51; 15 3 52; 16 4 13; 17 5 14; 18 6 15; 19 7 16; 20 8 17;
21 9 18; 22 10 11; 23 11 47; 24 10 13; 25 13 16; 26 16 17; 27 17 18; 28 18 15;
29 15 48; 30 14 11; 31 12 15; 32 13 14; 33 14 17; 34 10 19; 35 11 53; 36 12 54;
37 13 22; 38 14 23; 39 15 24; 40 16 25; 41 17 26; 42 18 27; 43 19 20; 44 20 49;
45 19 22; 46 22 25; 47 25 26; 48 26 27; 49 27 24; 50 24 50; 51 23 20; 52 21 24;
53 22 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 28 31; 67 31 34; 68 34 35; 71 33 32;
72 32 29; 73 30 33; 74 31 32; 75 32 35; 76 17 37; 77 18 38; 78 15 39; 79 18 40;
80 26 41; 81 27 42; 82 24 43; 83 27 44; 84 7 8; 85 8 9; 86 37 38; 87 38 45;
88 45 40; 89 40 39; 90 41 42; 91 42 46; 92 46 44; 93 44 43; 96 47 48; 97 49 21;
99 49 50; 102 51 52; 105 53 54; 106 51 11; 107 52 12; 108 47 12; 109 48 14;
110 53 20; 111 54 21; 112 50 23;
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 62 106 107 110 111 PRIS YD 1 ZD 1
1 TO 4 7 TO 12 22 TO 25 28 TO 33 43 TO 54 64 TO 68 71 TO 87 90 96 97 99 102 -
105 108 109 112 PRIS YD 1.16 ZD 0.75
88 89 91 TO 93 PRIS YD 0.2 ZD 0.2
UNIT FEET KN
MEMBER PROPERTY
26 27 PRIS YD 3.8 ZD 2.46
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 4 7 TO 12 22 24 TO 28 30 TO 33 43 TO 49 51 TO 54 64 TO 68 71 TO 82 -
83 REDUCTION RIX 0.350000 RIY 0.350000 RIZ 0.350000
SUPPORTS
1 TO 35 FIXED
***REFERENCE LOADS***
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead TITLE REF LOAD CASE 10
****dead load starts*****
LOAD R1 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1 LIST 1 TO 4 7 TO 13 16 TO 22 24 TO 28 30 TO 34 37 TO 49 51 -
52 TO 62 64 TO 68 71 TO 85 96
MEMBER LOAD
1 22 43 64 UNI GY -10.87
2 TO 4 7 10 23 TO 28 31 44 TO 49 52 54 65 TO 68 73 75 84 85 96 97 99 -
108 UNI GY -7.67
50 UNI GY -7.67 2.56541 4.11481
50 UNI GY -7.67 0 2.56541
23 UNI GY -7.67 1.5494 4.11481
23 UNI GY -7.67 0 1.5494
11 32 53 74 UNI GY -5.2
9 12 30 33 51 53 54 72 74 75 UNI GY -3.64
64 TO 68 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 9 ZRANGE 4.115 10 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 3.505 8.717 ZRANGE 4.115 9.327 GY
ONEWAY LOAD
YRANGE 1 6 ONE -1 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
YRANGE 1 6 ONE -1 XRANGE 3.505 5.505 ZRANGE 0 4.115 GY
29 50 102 105 109 112 UNI GY -3.32
***live load***
LOAD R2 LOADTYPE Live TITLE LIVE
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 8.23 9.237 GY
YRANGE 6 9 FLOAD -1.5 XRANGE 0 7.62 ZRANGE 0 8.23 GY
YRANGE 1 6 FLOAD -2.5 XRANGE 3.505 8.717 ZRANGE 0 4.115 GY
YRANGE 1 6 ONE -2 XRANGE 3.505 5.055 ZRANGE 0 4.115 GY
29 50 TO 52 72 73 102 105 109 112 UNI GY -0.77
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 9.3 JOINT 7 TO 35 37 TO 42 44 TO 48
DIA 2 TYPE RIG HEI 18.6 JOINT 4 TO 6 13 TO 15 19 TO 35 39 41 TO 44 46 48 TO 50
DIA 3 TYPE RIG HEI 27.9 JOINT 1 TO 3 10 TO 12 19 TO 21 28 TO 35 47 49 51 TO 54
MEMBER RELEASE
96 99 START MX MY MZ
96 99 END MX MY MZ
*****seismic load calculations*******
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1.2 SS 2 ST 1 DM 0.05 PX 0.52 PZ 0.5
***DEAD LOAD SEISMIC***
SELFWEIGHT 1
MEMBER WEIGHT
1 22 43 64 UNI 10.87
108 UNI 7.67
11 32 53 74 UNI 5.2
9 12 30 33 51 53 54 72 74 75 UNI 3.64
64 TO 68 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 9 ZRANGE 4.115 10
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 3.505 8.717 ZRANGE 4.115 9.327
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
29 50 102 105 109 112 UNI 3.32
LOAD R1 LOADTYPE Dead TITLE REF LOAD CASE 1
***live load seismic***
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 8.23 9.237
YRANGE 6 9 FLOAD 0 XRANGE 0 7.62 ZRANGE 0 8.23
YRANGE 1 6 FLOAD 0.63 XRANGE 3.505 5.055 ZRANGE 0 4.115
YRANGE 1 6 ONE 0.5 XRANGE 3.505 5.055 ZRANGE 0 4.115
***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
LOAD 7 LOADTYPE Dead TITLE DEAD
SELFWEIGHT Y -1 LIST ALL
LOAD 8 LOADTYPE Live TITLE LIVE
PERFORM ANALYSIS PRINT ALL
PERFORM ANALYSIS
FINISH
Hi,The Define Y Range values are incorrect - there are no closed loops of beams in those ranges.
Answer Verified By: Gokul Saud
Thanks for your response.