STAAD SPACESTART JOB INFORMATIONENGINEER DATE 12-May-15END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 15 0 0; 3 0 0 2.25; 4 15 0 2.25; 5 0 0 4.5; 6 15 0 4.5; 7 7.5 0 0;8 7.5 0 2.25; 9 7.5 0 4.5; 10 0.1 0 0; 11 0.1 0 2.25; 12 0.1 0 4.5;13 14.9 0 0; 14 14.9 0 2.25; 15 14.9 0 4.5;MEMBER INCIDENCES1 1 10; 2 7 13; 3 3 11; 4 8 14; 5 5 12; 6 9 15; 9 7 8; 10 8 9; 17 10 7;18 11 8; 19 12 9; 20 13 2; 21 14 4; 22 15 6; 23 10 11; 24 11 12; 25 13 14;26 14 15;ELEMENT INCIDENCES SHELL27 10 7 8 11; 28 11 12 9 8; 29 7 13 14 8; 30 8 9 15 14;ELEMENT PROPERTY27 TO 30 THICKNESS 0.2DEFINE MATERIAL STARTISOTROPIC CONCRETEE 2.17185e+007POISSON 0.17DENSITY 23.5616ALPHA 5.5e-006DAMP 0.05END DEFINE MATERIALMEMBER PROPERTY1 TO 6 9 10 17 TO 26 PRIS YD 1.8 ZD 0.6CONSTANTSMATERIAL CONCRETE ALLSUPPORTS1 3 5 PINNED2 4 6 FIXED BUT FX MX MZDEFINE MOVING LOADTYPE 1 LOAD 32.8 32.8 138.51 138.51 82.62 82.62 82.62 82.62DIST 1.1 3.2 1.2 4.3 3 3 3 WID 1.8TYPE 2 LOAD 32.8 32.8 150 150DIST 1.1 3.2 1.2 WID 1.8LOAD 1 DLSELFWEIGHT Y -1 LOAD GENERATION 100TYPE 1 0 0 2.25 XINC 0.16LOAD GENERATION 100TYPE 2 0 0 2.25 XINC 0.16LOAD GENERATION 100TYPE 2 0 0 3.15 XINC 0.16LOAD GENERATION 100TYPE 1 0 0 3.15 XINC 0.16MEMBER LOAD2 6 17 19 UNI GY -8ELEMENT LOAD27 TO 30 PR -2LOAD 602 LLELEMENT LOAD27 TO 30 PR GY -5LOAD 603 WIND LOADELEMENT LOAD27 TO 30 PR GY -2.5MEMBER LOAD6 19 UNI GZ -79 10 UNI GX 6LOAD 605 SEISMIC HORRIZONTALMEMBER LOAD2 4 6 17 TO 19 UNI GZ -6LOAD 606 LOADTYPE None TITLE SEISMIC VERTICALMEMBER LOAD2 4 6 17 TO 19 UNI GY -3PERFORM ANALYSISPRINT ANALYSIS RESULTSPRINT MEMBER FORCES ALLPERFORM ANALYSISFINISH