STAAD SPACESTART JOB INFORMATIONENGINEER DATE 04-May-14END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 0 0 3.327; 3 0 0 7.492; 4 3.886 0 0; 5 3.886 0 3.327;6 3.886 0 7.492; 7 7.67 0 0; 8 7.67 0 3.327; 9 7.67 0 7.492; 10 0 3 0;11 0 3 3.327; 12 0 3 7.492; 13 3.886 3 0; 14 3.886 3 3.327; 15 3.886 3 7.492;16 7.67 3 0; 17 7.67 3 3.327; 18 7.67 3 7.492; 19 0 6 0; 20 0 6 3.327;21 0 6 7.492; 22 3.886 6 0; 23 3.886 6 3.327; 24 3.886 6 7.492; 25 7.67 6 0;26 7.67 6 3.327; 27 7.67 6 7.492; 28 0 9 0; 29 0 9 3.327; 30 0 9 7.492;31 3.886 9 0; 32 3.886 9 3.327; 33 3.886 9 7.492; 34 7.67 9 0; 35 7.67 9 3.327;36 7.67 9 7.492;MEMBER INCIDENCES13 1 10; 14 2 11; 15 3 12; 16 4 13; 17 5 14; 18 6 15; 19 7 16; 20 8 17;21 9 18; 22 10 13; 23 11 14; 24 12 15; 25 13 16; 26 14 17; 27 15 18; 28 12 11;29 11 10; 30 15 14; 31 14 13; 32 18 17; 33 17 16; 34 10 19; 35 11 20; 36 12 21;37 13 22; 38 14 23; 39 15 24; 40 16 25; 41 17 26; 42 18 27; 43 19 22; 44 20 23;45 21 24; 46 22 25; 47 23 26; 48 24 27; 49 21 20; 50 20 19; 51 24 23; 52 23 22;53 27 26; 54 26 25; 55 19 28; 56 20 29; 57 21 30; 58 22 31; 59 23 32; 60 24 33;61 25 34; 62 26 35; 63 27 36; 64 28 31; 65 29 32; 66 30 33; 67 31 34; 68 32 35;69 33 36; 70 30 29; 71 29 28; 72 33 32; 73 32 31; 74 36 35; 75 35 34;DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 1e-005DAMP 0.05ISOTROPIC CONCRETE1E 2.17185e+007POISSON 0.17DENSITY 25ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY17 38 59 PRIS YD 0.45 ZD 0.2313 TO 16 18 TO 21 34 TO 37 39 TO 42 55 TO 58 60 TO 63 PRIS YD 0.35 ZD 0.2322 TO 33 43 TO 54 64 TO 75 PRIS YD 0.45 ZD 0.23CONSTANTSMATERIAL CONCRETE1 ALLSUPPORTS1 TO 9 FIXEDLOAD 1 LOADTYPE Dead TITLE DEAD LOADMEMBER LOAD22 TO 33 43 TO 54 64 TO 75 UNI GY -3FLOOR LOADYRANGE 3 10 FLOAD -4 GYLOAD 2 LOADTYPE Live REDUCIBLE TITLE LIVE LOADFLOOR LOADYRANGE 3 10 FLOAD -4 GYLOAD COMB 3 COMBINATION LOAD CASE 31 1.5 2 1.5 PERFORM ANALYSISPRINT ANALYSIS RESULTSFINISH