Hello,
Currently, I am using STAAD pro Connect edition's latest version.
Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA).
1. Can…
Hello everyone,
I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3.
I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…
Hi,
I'm carrying out an LTB check to a 5 metre long cantilevered column as per EN 1993-1.
I found a way to carry out the check by setting the CMM parameter to 7 (or to 8) and then manually specifying C1, C2, C3 and ZG as per NCCI SN003b (or similar…
Hi everyone!
I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr)
The critical moment I get from the program is different from the one I get from "Annex F of…