Please add AISC 360-22 and ASCE 7-22 in STAAD PRo. Codes already 2-years old.

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...

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...

There is no method, report, or output command available to display the "k" coefficient used by the program for vertical distribution of seismic base shear per ASCE 7-16, Eq 12.8-2. Since this value can vary with the period it needs to be reported ...