This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...

Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...

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 ...

currently, only 2 decimal numbers are displayed for plate thickness. when there are different plate thickness are input, and the thickness differences is on the 3rd decimal number, it will be hard to figure out which one is which, since they are d...

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...

Please allow user to remove multilinear springs in GUI rather than going into the editor to remove 1 or 2 lines of text.

1. Connection Tags view - this window should have "on the top function" To be above the other windows when user click the member or node. 2. Connection Tag Check Results - this window should be "expandable". 3. Check Connection Tags - this window ...

I am tasked with designing a steel support structure in Staadpro connect edition. As part of the design, I need to conduct a seismic analysis of the frame. The steel structure is 12 m high and needs to be designed according to the New Zealand seis...

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...