Section 12.3 of ASCE 7 - 22 states that unless a diaphragm can be idealized as either flexible or rigid, structural analysis should explicitly include consideration of the stiffness of the diaphragm (i.e. semirigid modeling). I am publishing an ar...

Sometimes, during the initial stages, we may assign a group name—say, XYZ—but later someone might want to change that group name. There should be an option to rename the group without opening the STAAD editor file.

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

Currently the latest NBC in the STAAD seimsic load generator is 2010. The changes for 2015 NBC are essentially none, and 2020 NBC is coming into force soon as well. This should be a pretty easy fix

It is only possible to create a plan/section by selecting a member at that location, and must be in the plane of either a plan or section. MTO take-off "drawing" only shows table - a great addition would be to add the isometric view of the structu...

There is no option for 4 plates or tube beams with different thickness. Also, it could be fantastic an option with tapered tube section with different flange width or thickness

Previously, STAAD provided detailed bug reports through the following link: https://bentleysystems.service-now.com/community?id=kb_article_view&sys_kb_id=453e131c47b7ea507798d4fe536d43e8.However, currently, STAAD only shows a one-line descript...

We propose the Joist Design member, because there is a way to use a joist Sji member but it doesnt desgin it, also considring bridging

It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).