Hi guys. I am a new user in staad. I tried modeling my file but i can't run it as a whole. Can someone give me tips on how to model this on my staad?
at the same time, i am trying to analyze it part by part, but can't seem quite to run it due to instability errors. Please help me on how to run this structure as a whole. This is my trial partial staad file.
Thank you in advance for those who will help me. God Bless.
STAAD SPACE DXF IMPORT OF ROOFING STADIUM.DXFSTART JOB INFORMATIONENGINEER DATE 08-Sep-18END JOB INFORMATIONINPUT WIDTH 79UNIT MMS KNJOINT COORDINATES1 -81798.6 5080 -10217.5; 2 -90637.8 4699 -6153.49; 3 -81798.6 4699 -6153.49;4 -90638 5194.3 -11437; 5 -90637.8 4965.7 -8998.29;6 -90637.8 4851.41 -7779.15; 7 -90637.8 4737.1 -6559.89;8 -90637.8 4508.5 -4121.49; 9 -90637.8 4622.8 -5340.69;10 -81798.6 5194.31 -11436.7; 11 -81798.6 4965.7 -8998.29;12 -81798.6 4851.41 -7779.15; 13 -81798.6 4737.1 -6559.89;14 -81798.6 4622.8 -5340.69; 15 -81798.6 4508.5 -4121.49;16 -86218 5194.31 -11436.7; 17 -84008.4 4508.5 -4121.49;18 -88428 4508.5 -4121; 19 -90637.8 5080 -10217; 20 -86218.2 4508.5 -4121.49;21 -88427.8 5194.3 -11436.9; 22 -84008.2 5194.31 -11436.8;24 -86218.2 4851.4 -7779.1;MEMBER INCIDENCES2 16 20; 3 19 1; 4 5 11; 5 6 12; 6 7 13; 7 9 14; 8 8 15; 10 21 18; 11 4 8;13 22 17; 14 10 15; 15 4 10;START GROUP DEFINITIONMEMBERFLOOR_ROOF 2 TO 8 10 11 13 TO 15GEOMETRYEND GROUP DEFINITIONDEFINE MATERIAL STARTISOTROPIC STEELE 205POISSON 0.3DENSITY 7.68195e-008ALPHA 1.2e-005DAMP 0.03TYPE STEELSTRENGTH FY 0.2532 FU 0.4078 RY 1.5 RT 1.2END DEFINE MATERIALCONSTANTSMATERIAL STEEL ALLMEMBER PROPERTY AMERICAN2 TO 8 10 11 13 TO 15 TABLE ST W6X8.5SUPPORTS1 19 PINNED2 3 FIXEDMEMBER OFFSET3 TO 8 15 START -1219.2 0 03 TO 8 15 END 1219.2 0 02 10 11 13 14 START 0 114.3 -1219.22 10 11 13 14 END 0 -114.3 1219.49MEMBER RELEASE3 TO 8 15 START MPX 0.993 TO 8 15 END MPX 0.992 10 11 13 14 START MPZ 0.992 10 11 13 14 END MPZ 0.99SLAVE ZX MASTER 24 JOINT 4 TO 18 20 TO 22DEFINE WIND LOADTYPE 1 WIND 1SNIP 1985 PRESSURE 1.27454e-006 TERRAIN A CLASSIFICATION 3EXP 1 JOINT 1 TO 22DEFINE REFERENCE LOADSLOAD R1 LOADTYPE Dead TITLE REF LOAD CASE - DLSELFWEIGHT Y 1 ONEWAY LOAD_ROOF ONE 0.3 GY INCLINEDLOAD R2 LOADTYPE Wind TITLE REF LOAD CASE - WLONEWAY LOAD_ROOF ONE 1.275 GY INCLINEDEND DEFINE REFERENCE LOADSLOAD 3 LOADTYPE Dead TITLE DEADSELFWEIGHT Y -1 REFERENCE LOADR1 1.0 LOAD 5 LOADTYPE Wind TITLE WINDSELFWEIGHT Y -1 REFERENCE LOADR2 1.0 LOAD COMB 1 GENERATED NSCP-2015 AISC/LRFD 13 1.4 LOAD COMB 2 GENERATED NSCP-2015 AISC/LRFD 23 1.2 LOAD COMB 4 GENERATED NSCP-2015 AISC/LRFD 43 0.68 PERFORM ANALYSISPARAMETER 1CODE AISC UNIFIED 2005PERFORM ANALYSISPRINT CGFINISH