I am testing Load.GetUDLLoads command. The contents of the returned D1Array will always be 0. For example, 1992 UNI 0.100 7.750 10.250, since 7.750 is not returned in D1Array,I can not check the range which the load is applied . D2Array truely ret...

Hi, please add the ability to add partial moment releases in the physical modeller. This seems like an important feature to me because if you have instability warnings it is often the case you need to provide a partial moment release to get rid of...

When you use the Generate Rotate command, the beta angles remains the same so you have to uptade member by member the new beta angle for the non-orthogonal elements that were affected. The idea is a custom tool that automatically creates the new b...

A print command such as "PRINT JOINT FORCES LIST 1 2 3 etc." that would output all the member end forces at a specified node, for the specified load cases. This is currently possible using macros/openSTAAD, but would be very helpful if added to th...

Engineers

I want to design this kind of steel truss in Staad Pro Connect Edition, should i run analysis in staad space or staad plane which one is correct?

Quantities of block work, sand, gravel, cement and their cost estimates and price quotes in different currencies with updates for currency exchange.

Beam force summary table is available at node locations only. How about adding summary table at midpoints of beam