STAAD SPACE DXF IMPORT OF CAD-IMPORT.DXF
START JOB INFORMATION
ENGINEER DATE 27-Oct-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 1.8 0; 2 8 1.8 0; 3 8 1.8 10; 4 -1.8e-015 1.8 10; 6 4 1.8 0; 7 4 1.8 10;
8 -1.8e-015 1.8 5; 9 8 1.8 5; 25 4 1.8 3.8; 26 8 1.8 3.8; 27 4 1.8 5; 28 0 0 0;
29 8 0 0; 30 8 0 10; 31 -1.8e-015 0 10; 32 4 0 0; 33 4 0 10; 34 -1.8e-015 0 5;
35 8 0 5; 36 4 0 5; 37 0 4.8 0; 38 8 4.8 0; 39 8 4.8 10; 40 -1.8e-015 4.8 10;
41 4 4.8 0; 42 4 4.8 10; 43 -1.8e-015 4.8 5; 44 8 4.8 5; 45 4 4.8 3.8;
46 8 4.8 3.8; 47 4 4.8 5; 48 0 7.8 0; 49 8 7.8 0; 50 8 7.8 10;
51 -1.8e-015 7.8 10; 52 4 7.8 0; 53 4 7.8 10; 54 -1.8e-015 7.8 5; 55 8 7.8 5;
58 4 7.8 5; 59 4 4.8 12; 60 0.373799 4.8 10.4425; 61 0.796263 4.8 10.8388;
62 1.26172 4.8 11.1835; 63 1.76393 4.8 11.4721; 64 2.29615 4.8 11.7007;
65 2.85124 4.8 11.8662; 66 3.42174 4.8 11.9664; 67 7.6262 4.8 10.4425;
68 7.20374 4.8 10.8388; 69 6.73828 4.8 11.1835; 70 6.23607 4.8 11.4721;
71 5.70385 4.8 11.7007; 72 5.14876 4.8 11.8662; 73 4.57826 4.8 11.9664;
74 4 7.8 12; 75 0.373799 7.8 10.4425; 76 0.796263 7.8 10.8388;
77 1.26172 7.8 11.1835; 78 1.76393 7.8 11.4721; 79 2.29615 7.8 11.7007;
80 2.85124 7.8 11.8662; 81 3.42174 7.8 11.9664; 82 7.6262 7.8 10.4425;
83 7.20374 7.8 10.8388; 84 6.73828 7.8 11.1835; 85 6.23607 7.8 11.4721;
86 5.70385 7.8 11.7007; 87 5.14876 7.8 11.8662; 88 4.57826 7.8 11.9664;
MEMBER INCIDENCES
1 1 6; 2 2 26; 3 7 3; 4 8 4; 5 6 25; 24 25 26; 25 6 2; 26 26 9; 27 4 7;
29 25 27; 30 8 27; 31 27 7; 32 27 9; 33 9 3; 35 1 8; 36 28 1; 37 29 2; 38 30 3;
39 31 4; 40 32 6; 41 33 7; 42 34 8; 43 35 9; 44 36 27; 45 1 37; 46 2 38;
47 3 39; 48 4 40; 49 6 41; 50 7 42; 51 8 43; 52 9 44; 55 27 47; 56 37 41;
57 38 46; 58 42 39; 59 43 40; 60 41 45; 61 45 46; 62 41 38; 63 46 44; 64 40 42;
65 45 47; 66 43 47; 67 47 42; 68 47 44; 69 44 39; 70 37 43; 71 37 48; 72 38 49;
73 39 50; 74 40 51; 75 41 52; 76 42 53; 77 43 54; 78 44 55; 81 47 58; 82 48 52;
83 49 55; 84 53 50; 85 54 51; 86 52 58; 88 52 49; 90 51 53; 92 54 58; 93 58 53;
94 58 55; 95 55 50; 96 48 54; 97 42 59; 98 40 60; 99 60 61; 100 61 62;
101 62 63; 102 63 64; 103 64 65; 104 65 66; 105 66 59; 106 67 39; 107 68 67;
108 69 68; 109 70 69; 110 71 70; 111 72 71; 112 73 72; 113 59 73; 114 53 74;
115 51 75; 116 75 76; 117 76 77; 118 77 78; 119 78 79; 120 79 80; 121 80 81;
122 81 74; 123 82 50; 124 83 82; 125 84 83; 126 85 84; 127 86 85; 128 87 86;
129 88 87; 130 74 88;
START GROUP DEFINITION
FLOOR
_2F1 56 57 60 TO 62 65 66 70
_2F2 58 59 64 66 TO 69
_2F31W 61 63 65 68
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 5 25 TO 27 29 TO 33 35 56 TO 60 62 TO 70 82 TO 86 88 90 92 TO 129 -
130 PRIS YD 0.4 ZD 0.25
36 TO 52 55 71 TO 78 81 PRIS YD 0.3 ZD 0.3
24 61 PRIS YD 0.3 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
28 TO 36 PINNED
MEMBER RELEASE
24 61 START MZ
24 61 END MZ
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE REF LOAD - DL
SELFWEIGHT Y 1 
FLOOR LOAD
_2F1 FLOAD 5.06 GY
_2F2 FLOAD 5.06 GY
ONEWAY LOAD
_2F31W ONE 5.06 GY
MEMBER LOAD
58 64 98 TO 113 UNI GY 5.06
56 TO 59 62 TO 64 69 70 UNI GY 7.75
98 TO 113 UNI GY 2.98
1 TO 4 25 TO 27 33 35 UNI GY 8.09
86 93 UNI GY 2.84
83 85 95 96 UNI GY 1.99
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 1.8 JOINT 1 TO 4 6 TO 9 25 TO 27
DIA 2 TYPE RIG HEI 4.8 JOINT 37 TO 47 59 TO 73
DIA 3 TYPE RIG HEI 7.8 JOINT 48 TO 55 58 74 TO 88
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1
REFERENCE LOAD Y
R1 1.0 
CHECK SOFT STORY ASCE7
LOAD 1 LOADTYPE Seismic  TITLE EX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 -1.0 
LOAD 4 LOADTYPE Live  TITLE LL
FLOOR LOAD
_2F1 FLOAD -1.9 GY
_2F2 FLOAD -1.9 GY
ONEWAY LOAD
_2F31W ONE -1.9 GY
MEMBER LOAD
58 64 84 90 98 TO 113 115 TO 130 UNI GY -1.9
86 93 UNI GY -2.4
83 85 95 96 UNI GY -1.68
LOAD COMB 5 Generated NSCP 2015 CONCRETE 1
3 1.4 
LOAD COMB 6 Generated NSCP 2015 CONCRETE 2
3 1.2 4 1.6 
LOAD COMB 7 Generated NSCP 2015 CONCRETE 3
3 1.42 4 0.5 1 1.25 
LOAD COMB 8 Generated NSCP 2015 CONCRETE 4
3 1.42 4 0.5 2 1.25 
LOAD COMB 9 Generated NSCP 2015 CONCRETE 5
3 1.42 4 0.5 1 -1.25 
LOAD COMB 10 Generated NSCP 2015 CONCRETE 6
3 1.42 4 0.5 2 -1.25 
LOAD COMB 11 Generated NSCP 2015 CONCRETE 7
3 1.42 1 1.25 
LOAD COMB 12 Generated NSCP 2015 CONCRETE 8
3 1.42 2 1.25 
LOAD COMB 13 Generated NSCP 2015 CONCRETE 9
3 1.42 1 -1.25 
LOAD COMB 14 Generated NSCP 2015 CONCRETE 10
3 1.42 2 -1.25 
LOAD COMB 15 Generated NSCP 2015 CONCRETE 11
3 0.68 1 1.25 
LOAD COMB 16 Generated NSCP 2015 CONCRETE 12
3 0.68 2 1.25 
LOAD COMB 17 Generated NSCP 2015 CONCRETE 13
3 0.68 1 -1.25 
LOAD COMB 18 Generated NSCP 2015 CONCRETE 14
3 0.68 2 -1.25 
PERFORM ANALYSIS
LOAD LIST 5 TO 18
PRINT STORY DRIFT 0.004200
PRINT DIA CR
FINISH
