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...

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 ...

Spring supports are created only in a particular direction. For e.g. base/soil springs. negative displacement is considered as compression. what if a steel base plate is to be modelled below a concrete slab. There is no way to create a compression...

Heavy loaded structures...

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

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.

Dear All, I highly recommend to include calculation of seismic load using NBCC 2015. I see it as a big gap in Staad Pro not to include Seismic loading using NBCC 2015 Thanks a lot

May you please update the design of Slant beam in RCDC,as you may have a building has a certain slope from one grid to another