Hi all, I tried using Staad Pro to design the tapered section according to Eurocode and read this topic: Tapered  Section Design to Eurocode 3 EN 1993-1-1 2005 But when I design steel members with Tapered I section through defined properties, It seems…

Can I use STAADPro CONNECT Edition (22.10.00.153) to design steel structures per Eurocode using the Danish NA?

Hello, Is there a parameter to limit the slenderness ratio of members while designing per EN 1993-1-1 code in Staad? Typically, a main parameter does the job for AISC code.

Dear All, We are using STAAD.Pro CONNECT Edition V22 Update 6. We are unable design tapered/Built-up members in Eurocode 3 EN 1993-1-1 2005. Can you please guide us, how to design tapered/Built-up section in Staad. Using Eurocode 3 Refer…

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 Ive modelled a steel deck structure, set the design parameters and included deflection check to EC. However staad gives different deflection values between the output and the member pop up window>deflection>load type>global>ydir It is a substantial…