We kindly request considering the inclusion in the load combination generator aids of the option to independently input the multiplier values according to ASCE (Rho, Qe, Omega x, Omega z, Cdx, Cdz, I) for the different types of combinations. Pleas...

Requesting to add NSCP 2022 Philippines Seismic Load(similar to ASCE 7-10) addition to STAAD.Pro. Xstructures can provide all formula and technical documentation

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...

Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...

Currently, ASCE7-22 is not available in STAAD. Pro. Wind and Seismic load generation with this code is required for our project execution.

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 ...

Revision History (https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/6555/revision-history ) Upto STAAD.Pro Revision History Column is very impressive in terms of categories. But in CE V22 Update 7 (current r...

RCDC does an excellent job performing seismic ductile wall design according to Eurocode, yet the following areas needs improvement or clarification: 1. According to EN 1998:2004 section 5.4.2.4(4 and 5), seismic walls shall be designed for moment...