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...

Now, Staad.Pro includes the option of Reducible Live Load by UBC/IBC. But the formula included is 16-23 instead of 16-22. Also, Staad uses equation 16-23 for load type Live and type Roof Live, instead of using section 1607.11 for Roof Live and equ...

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 ...

To streamline the design process using the OpenSTAAD function, we aim to automate the visualization of member stress ratios for each analysis. Currently, when employing the "objOpenSTAAD.View.SetModeSectionPage 1, 6, 19" function, the stress ratio...

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

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...

Add the ASME-STS-1 2021 file as an option for the results of the analysis. There are only four equations from ASME, then everything defaults to AISC 2016, so most of the work is done.

every time when we update software, it should be notified to take necessary backup of added section for cold form, it is really painful doing same work in 1-2 month while software is being updated. it will save designerr time

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 ...