I am currently analysing an attic truss rafter as a single 2-D frame frist in SAP2000 step 2 is to replicate as a roof structure. my problem lies with applying end releases to the members. When i release major; minor moments and torsion to simulate a pin the frame fails the sap analysis. What am...
I am currently undertaking the design for an 8m span trussed roof, my problem lies with the end joint connections to use between the truss members, as my previous results with the sap program have shown the roof to collapse
with thanks acsavo
