STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 10-Jan-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 0 0 10; 3 0 0 20; 4 0 0 30; 5 201 0 0; 6 201 0 10; 7 201 0 20;
8 201 0 30; 9 461 0 0; 10 461 0 10; 11 461 0 20; 12 461 0 30; 13 721 0 0;
14 721 0 10; 15 721 0 20; 16 721 0 30; 17 922 0 0; 18 922 0 10; 19 922 0 20;
20 922 0 30; 21 829.8 0 20; 22 829.8 0 30; 23 829.8 0 10; 24 829.8 0 0;
25 737.6 0 20; 26 737.6 0 30; 27 737.6 0 10; 28 737.6 0 0; 29 645.4 0 20;
30 645.4 0 30; 31 645.4 0 10; 32 645.4 0 0; 33 553.2 0 20; 34 553.2 0 30;
35 553.2 0 10; 36 553.2 0 0; 37 368.8 0 20; 38 368.8 0 30; 39 368.8 0 10;
40 368.8 0 0; 41 276.6 0 20; 42 276.6 0 30; 43 276.6 0 10; 44 276.6 0 0;
45 184.4 0 20; 46 184.4 0 30; 47 184.4 0 10; 48 184.4 0 0; 49 92.1999 0 20;
50 92.1999 0 30; 51 92.1999 0 10; 52 92.1999 0 0;
MEMBER INCIDENCES
1 1 52; 2 5 44; 3 9 36; 4 13 28; 5 18 23; 7 10 39; 8 6 47; 9 3 49; 10 8 42;
11 7 41; 12 11 33; 13 10 35; 14 15 25; 15 20 22; 16 16 30; 17 8 46; 18 1 4;
19 5 8; 20 9 12; 21 13 16; 22 17 20; 23 21 19; 24 22 26; 26 23 27; 28 24 17;
30 25 21; 31 26 16; 33 27 14; 35 28 24; 37 29 15; 38 30 34; 40 31 14; 42 32 13;
44 33 29; 45 34 12; 47 35 31; 49 36 32; 54 37 11; 55 38 12; 57 39 43; 59 40 9;
61 41 37; 62 42 38; 64 43 6; 66 44 40; 68 45 7; 69 46 50; 71 47 51; 73 48 5;
75 49 45; 76 50 4; 78 51 2; 80 52 48;
ELEMENT INCIDENCES SHELL
25 20 19 21 22; 27 19 18 23 21; 29 18 17 24 23; 32 22 21 25 26; 34 21 23 27 25;
36 23 24 28 27; 39 26 25 29 30; 41 25 27 31 29; 43 27 28 32 31; 46 30 29 33 34;
48 29 31 35 33; 50 31 32 36 35; 51 34 33 11 12; 52 33 35 10 11; 53 35 36 9 10;
56 12 11 37 38; 58 11 10 39 37; 60 10 9 40 39; 63 38 37 41 42; 65 37 39 43 41;
67 39 40 44 43; 70 42 41 45 46; 72 41 43 47 45; 74 43 44 48 47; 77 46 45 49 50;
79 45 47 51 49; 81 47 48 52 51; 82 50 49 3 4; 83 49 51 2 3; 84 51 52 1 2;
START USER TABLE
TABLE 1
UNIT FEET KIP
WIDE FLANGE
BEAM
1.34374 9.375 0.0729167 1.8333 0.1875 18.9396 0.192849 0.00921962 -
0.683594 0.458329 1.83333 0.1875
END
ELEMENT PROPERTY
25 27 29 32 34 36 39 41 43 46 48 50 TO 53 56 58 60 63 65 67 70 72 74 77 79 -
81 TO 84 THICKNESS 0.708333
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
ALPHA 6e-006
DAMP 0.03
TYPE STEEL
STRENGTH FY 5184 FU 8352 RY 1.5 RT 1.2
ISOTROPIC CONCRETE
E 453600
POISSON 0.17
DENSITY 0.150336
ALPHA 5e-006
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 576
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 5 7 TO 17 23 24 26 28 30 31 33 35 37 38 40 42 44 45 47 49 54 55 57 59 -
61 62 64 66 68 69 71 73 75 76 78 80 UPTABLE 1 BEAM
18 TO 22 PRIS YD 5 ZD 5
CONSTANTS
MATERIAL STEEL MEMB 1 TO 5 7 TO 17 23 24 26 28 30 31 33 35 37 38 40 42 44 -
45 47 49 54 55 57 59 61 62 64 66 68 69 71 73 75 76 78 80
MATERIAL CONCRETE MEMB 18 TO 22 25 27 29 32 34 36 39 41 43 46 48 50 TO 53 -
56 58 60 63 65 67 70 72 74 77 79 81 TO 84
SUPPORTS
1 TO 20 PINNED
DEFINE MOVING LOAD
TYPE 1 HS20 1
LOAD 1 LOADTYPE Live  TITLE LOAD CASE 1
LOAD GENERATION 50 ADD LOAD 1
TYPE 1 0 0 6 XINC 20
TYPE 1 0 0 16 XINC 20
TYPE 1 0 0 26 XINC 20
PERFORM ANALYSIS
PRINT SUPPORT REACTION ALL
FINISH
