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 ...

I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...

Dear All, I highly recommend to include calculation of seismic load using NBCC 2015. I see it as a big gap in Staad Pro not to include Seismic loading using NBCC 2015 Thanks a lot

The STAAD.Pro now can not check the the vertical structural irregularities 5a/5b in the ASCE 7 table 12.3-2 by ant command stream, but as the code demand, the designer need check this irregularities, it is very difficult and cost time for designer...

It would be nice to be able to apply wind loads on plate elements. Especially given that there is a wind load definition specifically for tanks, but no way to model that tank other than plate elements. The alternatives are a cumbersome to implemen...

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...

It would be good to get a function in OpenSTAAD function to get the CoG of the Model.

Would like to get implemented NBC 2015 Code parameter.

Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.