There is currently no efficient way to consider the live load reduction factor in STAAD.Pro. It would be fantastic to add a parameter to the design section (e.g., under CSA S16-19 or AISC 360-16) to consider a live load reduction on an element by ...

STAAD does not have NZS 1170.5 in its Seismic Codes. Users in ANZ uses custom spectrum and factored it up to match the base shear. Adding this code will help the users in ANZ work directly with the NZ code and thus speed up their productivity. Use...

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...

Heavy loaded structures...

Please add the ability to automatically generate wind loading to eurocodes.

ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.

When dealing with a substantial number of members within a STAAD model, the design parameters tend to split automatically. Consequently, this automatic splitting poses challenges when attempting to review the design parameters. The same situation ...

STAAD does not consider the additional width of the fireproofed members; producing underestimated wind generated loads for open structures like piperacks. Please include this feature as this would make several of my colleagues happy.

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 ...