STAAD SPACESTART JOB INFORMATIONENGINEER DATE 17-Dec-11END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 1.1 0 0; 3 1.6 0 0; 4 1.725 0 0; 5 1.85 0 0; 6 2.35 0 0; 7 3.15 0 0;8 4.3 0 0; 9 4.45 0 0; 10 4.575 0 0; 11 4.7 0 0; 12 4.85 0 0; 13 6 0 0;14 7.15 0 0; 15 7.3 0 0; 16 7.425 0 0; 17 7.55 0 0; 18 7.7 0 0; 19 8.85 0 0;20 9.65 0 0; 21 10.15 0 0; 22 10.275 0 0; 23 10.4 0 0; 24 10.9 0 0; 25 12 0 0;26 0.5 0 0; 27 11.5 0 0;MEMBER INCIDENCES1 1 26; 2 2 3; 3 3 4; 4 4 5; 5 5 6; 6 6 7; 7 7 8; 8 8 9; 9 9 10; 10 10 11;11 11 12; 12 12 13; 13 13 14; 14 14 15; 15 15 16; 16 16 17; 17 17 18; 18 18 19;19 19 20; 20 20 21; 21 21 22; 22 22 23; 23 23 24; 24 24 27; 25 26 2; 26 27 25;DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 25ALPHA 1e-005DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY1 TO 26 PRIS YD 0.275 ZD 1CONSTANTSMATERIAL CONCRETE ALLSUPPORTS4 10 16 22 PINNEDLOAD 1 LOADTYPE NoneTITLE SELF WEIGHTSELFWEIGHT Y -1LOAD 2 LOADTYPE NoneTITLE DEAD LOADMEMBER LOAD2 TO 5 8 TO 11 14 TO 17 20 TO 23 UNI GY -8.756 7 12 13 18 19 UNI GY -6.875LOAD 3 LOADTYPE NoneTITLE SUPER IMPOSED DL CRASH BARRIER LOADMEMBER LOAD1 26 UNI GY -15.5LOAD 4 LOADTYPE NoneTITLE SUPER IMPOSED DL WEARING COAT LOADMEMBER LOAD2 TO 23 UNI GY -2PERFORM ANALYSISFINISH