There is a new code for Stainless Steel that has been published by AISC. It would be nice to incorporate the code checks for AISC 370 for materials that have been selected as stainless steel.

RAM connection design cannot be used in a model with SET Z UP specified. This is a crippling limitation of the software.

Many STAAD users in Singapore and Malaysia have requested to implement the cold formed member design to EN 1993-1-3. We have lost some prospects to competitors because of the absence of this code in STAAD.Pro. This may be a feature that is request...

Dear Sir / Madam, Steel Auto Drafter is not giving beam presentation as per Releases provide in Analytical Modelling. Please check attached screenshot for your ready reference. Steel AutoDrafter drawings should be as per Release and Analytical mod...

Dear Colleagues, // STAAD.Pro CONNECT Edition - Version 22.12.00.142 // there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was applied usi...

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...

All tapered section name shows as a tapered . its very useful if staad pro show the tapered section show the section in the display- Tapered I- 300x6+200x8+150x8 if its uniform web depth Tapered I- (300-750)x6+200x8+150x8 if its tapered web depth ...

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

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...