Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

Hi, Typically, to get end forces to design the connection for a certain beam size, a group is created and the bounding beam forces for the group are extracted using the "Beam Results - Beam Forces - Summary table" using the "Results Setup - Range ...

Staad should have one option which helps to create a report of node labels ( tier/levewise) for whole structure. Also a report of beam labels ( tier / levelwise) for the whole structure. Also report of section property ( tier/levelwise) for whole ...