Designing the following connection, the revision of transverse stiffener seems odd.
Checking the calculation I notice that the properties of the stiffener are of a single stiffener.
My question, why do not consider section J10.8, and consider the…
When designing base plates connections I understand that if we use stiffeners we can reduce the base plate thickness, but in the software if we use the option "With stiffener plates", the calcs are not affected by this and the base plate remains with…
Within the American Section Database in STAAD.Pro, there are B shapes which are beams (girders) of large depths. If you need deeper than that, you can always add new B shapes to the existing section database. The procedure for that is outlined in the…