STAAD FLOOR A SIMPLE BRIDGE DECK
START JOB INFORMATION
ENGINEER DATE 29-Jul-16
END JOB INFORMATION
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*         STAAD.Pro Generated Comment         *
***********************************************
*1 0 0 0 6 25 0 0
*R 5 0 0 30
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UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 5 0 0; 3 10 0 0; 4 15 0 0; 5 20 0 0; 6 25 0 0; 7 0 0 30;
8 5 0 30; 9 10 0 30; 10 15 0 30; 11 20 0 30; 12 25 0 30; 13 0 0 60;
14 5 0 60; 15 10 0 60; 16 15 0 60; 17 20 0 60; 18 25 0 60; 19 0 0 90;
20 5 0 90; 21 10 0 90; 22 15 0 90; 23 20 0 90; 24 25 0 90; 25 0 0 120;
26 5 0 120; 27 10 0 120; 28 15 0 120; 29 20 0 120; 30 25 0 120;
31 0 0 150; 32 5 0 150; 33 10 0 150; 34 15 0 150; 35 20 0 150;
36 25 0 150;
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*         STAAD.Pro Generated Comment         *
***********************************************
*1 1 7 6
*7 1 2 11
*R A 4 11 6
*56 31 32 60
************************************************
MEMBER INCIDENCES
1 1 7; 2 2 8; 3 3 9; 4 4 10; 5 5 11; 6 6 12; 7 1 2; 8 2 3; 9 3 4;
10 4 5; 11 5 6; 12 7 13; 13 8 14; 14 9 15; 15 10 16; 16 11 17; 17 12 18;
18 7 8; 19 8 9; 20 9 10; 21 10 11; 22 11 12; 23 13 19; 24 14 20;
25 15 21; 26 16 22; 27 17 23; 28 18 24; 29 13 14; 30 14 15; 31 15 16;
32 16 17; 33 17 18; 34 19 25; 35 20 26; 36 21 27; 37 22 28; 38 23 29;
39 24 30; 40 19 20; 41 20 21; 42 21 22; 43 22 23; 44 23 24; 45 25 31;
46 26 32; 47 27 33; 48 28 34; 49 29 35; 50 30 36; 51 25 26; 52 26 27;
53 27 28; 54 28 29; 55 29 30; 56 31 32; 57 32 33; 58 33 34; 59 34 35;
60 35 36;
MEMBER PROPERTY AMERICAN
1 TO 60 TABLE ST W12X26
SUPPORTS
1 TO 6 31 TO 36 PINNED
DEFINE MATERIAL START
ISOTROPIC MATERIAL1
E 4.176e+006
POISSON 0.3
DENSITY 0.489024
END DEFINE MATERIAL
UNIT INCHES KIP
CONSTANTS
MATERIAL MATERIAL1 ALL
UNIT FEET KIP
DEFINE MOVING LOAD
TYPE 1 HS20 1
*TYPE 1 LOAD 20. 20. 10. DISTANCE 10. 5. WIDTH 10.
LOAD 1 LOADTYPE None  TITLE DEAD LOAD
SELFWEIGHT Y -1 
LOAD GENERATION 31 ADD LOAD 1
TYPE 1 10 0 0 ZINC 5
PERFORM ANALYSIS PRINT LOAD DATA
PRINT MAXFORCE ENVELOPE LIST 3 41 42
FINISH
