STAAD SPACE DXF IMPORT OF TRIAL 1.DXF
START JOB INFORMATION
ENGINEER DATE 10-Nov-22
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 1787.1 0 -1936; 2 1787.1 3.34 -1936; 3 1789.6 0 -1931.7;
4 1789.6 3.34 -1931.7; 5 1793.6 0 -1931.7; 6 1793.6 3.34 -1931.7;
7 1789.6 0 -1934.2; 8 1789.6 3.34 -1934.2; 9 1787.1 0 -1931.7;
10 1787.1 3.34 -1931.7; 11 1789.6 0 -1936.7; 12 1789.6 3.34 -1936.7;
13 1793.6 0 -1933.5; 14 1793.6 3.34 -1933.5; 15 1793.6 0 -1936;
16 1793.6 3.34 -1936; 17 1793.6 0 -1938.5; 18 1793.6 3.34 -1938.5;
19 1798.6 0 -1933.5; 20 1798.6 3.34 -1933.5; 21 1798.6 0 -1936;
22 1798.6 3.34 -1936; 23 1798.6 0 -1938.5; 24 1798.6 3.34 -1938.5;
25 1802.6 0 -1934.5; 26 1802.6 3.34 -1934.5; 27 1802.6 0 -1936.7;
28 1802.6 3.34 -1936.7; 29 1800.8 0 -1936.7; 30 1800.8 3.34 -1936.7;
31 1800.8 0 -1938.5; 32 1800.8 3.34 -1938.5; 33 1789.6 3.34 -1936;
34 1793.6 3.34 -1936.7; 35 1798.6 3.34 -1934.5; 36 1787.1 3.34 -1933.37;
37 1787.1 6.55 -1933.37; 38 1787.1 6.55 -1937.37; 39 1789.6 6.55 -1933.37;
40 1789.6 6.55 -1934.2; 41 1789.6 6.55 -1936.7; 42 1793.6 6.55 -1934.2;
43 1793.6 6.55 -1936; 44 1793.6 3.34 -1934.2; 45 1793.6 6.55 -1938.5;
46 1793.6 6.55 -1941; 47 1793.6 3.34 -1941; 48 1789.6 6.55 -1939.25;
49 1789.6 6.55 -1937.37; 50 1789.6 3.34 -1939.25; 51 1793.6 6.55 -1939.25;
52 1798.6 6.55 -1936; 53 1798.6 6.55 -1938.5; 54 1798.6 6.55 -1941;
55 1798.6 3.34 -1941; 56 1802.6 6.55 -1941; 57 1802.6 6.55 -1938.5;
58 1802.6 3.34 -1941; 59 1802.6 3.34 -1938.5; 60 1787.1 3.34 -1937.37;
MEMBER INCIDENCES
1 1 2; 2 3 4; 3 5 6; 4 7 8; 5 9 10; 6 11 12; 7 13 14; 8 15 16; 9 17 18;
10 19 20; 11 21 22; 12 23 24; 13 25 26; 14 27 28; 15 29 30; 16 31 32; 17 12 33;
18 2 10; 19 10 4; 20 4 8; 21 2 33; 22 18 34; 23 16 44; 24 14 6; 25 12 34;
26 4 6; 27 24 22; 28 22 35; 29 18 24; 30 24 32; 31 32 30; 32 30 28; 33 28 26;
34 26 35; 35 20 14; 36 36 37; 37 37 38; 38 37 39; 39 39 40; 40 8 40; 41 40 41;
42 12 41; 43 40 42; 44 42 43; 45 44 42; 46 43 45; 47 16 43; 48 18 45; 49 45 51;
50 47 46; 51 41 49; 52 38 49; 53 50 48; 54 48 51; 55 43 52; 56 22 52; 57 52 53;
58 24 53; 59 53 54; 60 55 54; 61 46 54; 62 54 56; 63 56 57; 64 57 53; 65 58 56;
66 59 57; 67 60 38; 68 33 8; 69 34 16; 70 44 14; 71 35 20; 72 51 46; 73 49 48;
START GROUP DEFINITION
FLOOR
_2FA 18 TO 21 68
_2FB 17 20 23 TO 26 68 TO 70
_2FC 22 23 27 TO 29 35 69 TO 71
_2FD 27 28 30 TO 34
_3FA 27 28 30 TO 34 37 TO 39 41 51 52
_3FB 41 43 44 46 49 51 54 73
_3FC 46 49 55 57 59 61 72
_3FD 59 62 TO 64
END GROUP DEFINITION
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 27578.9
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 6 8 11 13 14 36 40 45 47 50 53 56 60 67 PRIS YD 0.3 ZD 0.25
7 9 10 12 16 PRIS YD 0.25 ZD 0.3
15 PRIS YD 0.2 ZD 0.3
42 48 58 65 66 PRIS YD 0.25 ZD 0.25
17 TO 35 37 TO 39 41 43 44 46 49 51 52 54 55 57 59 61 TO 64 68 TO 72 -
73 PRIS YD 0.2 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 47 50 55 58 TO 60 PINNED
SLAVE ZX MASTER 16 JOINT 2 4 6 8 10 12 14 18 20 22 24 26 28 30 32 TO 36 44
SLAVE ZX MASTER 43 JOINT 37 TO 42 45 46 48 49 51 TO 54 56 57
DEFINE UBC ACCIDENTAL LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 1 NA 1.2 NV 1.6
SELFWEIGHT 1
MEMBER WEIGHT
17 18 20 TO 23 25 27 29 68 69 UNI 10.593
FLOOR LOAD
_2FA FLOAD 4.55 
_2FB FLOAD 4.55 
_2FC FLOAD 4.55 
_2FD FLOAD 4.55 
_3FA FLOAD 4.4 
_3FB FLOAD 4.4 
_3FC FLOAD 4.4 
_3FD FLOAD 4.4 
LOAD 1 LOADTYPE Seismic  TITLE EQX
UBC LOAD X 1
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic  TITLE EQZ
UBC LOAD Z 1
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 LIST ALL
MEMBER LOAD
17 18 20 TO 23 25 27 29 68 69 UNI GY -10.593
FLOOR LOAD
_2FA FLOAD -4.55 GY
_2FB FLOAD -4.55 GY
_2FC FLOAD -4.55 GY
_2FD FLOAD -4.55 GY
_3FA FLOAD -4.4 GY
_3FB FLOAD -4.4 GY
_3FC FLOAD -4.4 GY
_3FD FLOAD -4.4 GY
LOAD 4 LOADTYPE Live REDUCIBLE TITLE LL
FLOOR LOAD
_2FA FLOAD -2.9 GY
_2FB FLOAD -2.9 GY
_2FC FLOAD -2.9 GY
_2FD FLOAD -2.9 GY
LOAD COMB 5 COMBINATION LOAD CASE 5
3 1.2 4 1.6 
LOAD COMB 6 COMBINATION LOAD CASE 6
3 1.2 4 0.5 1 1.0 
LOAD COMB 7 COMBINATION LOAD CASE 7
3 1.2 4 0.5 1 -1.0 
LOAD COMB 8 COMBINATION LOAD CASE 8
3 1.2 4 0.5 2 1.0 
LOAD COMB 9 COMBINATION LOAD CASE 9
3 1.2 4 0.5 2 -1.0 
LOAD COMB 10 COMBINATION LOAD CASE 10
3 0.9 1 1.0 
LOAD COMB 11 COMBINATION LOAD CASE 11
3 0.9 1 -1.0 
LOAD COMB 12 COMBINATION LOAD CASE 12
3 0.9 2 1.0 
LOAD COMB 13 COMBINATION LOAD CASE 13
3 0.9 2 -1.0 
FINISH
