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Dear STKO team,
I want to perform a time history analysis on the Cold-formed steel 2-story building. The sections are built-up sections that are modeled as section fiber. The acceleration is applied and analysis is carried out in STKO but the results that I got from SAP2000 are not at all matching ...

Dear STKO Team,
I want to perform Blast Load Analysis on my Steel Frame Model, can you provide me with some insights rather steps that I can follow.

Thanks in advance

Regards,
Parag

Can you help me with the seismic analysis of steel frames.
What should be the procedure followed during analysis of steel frames.
Thank you in advance!

Regards,
Parag

Dear STKO Team,
I am working on the seismic analysis of steel frames. After putting model on analysis the convergence error occurred.
Please help me through this.
Ground Motion is applied up to 13.435 sec with 0.005 sec time step.
Thank you in advance.


Regards,
Parag

I downloaded the external solver OpenSees 3.2.2 then also I'm not able to fetch the Stress-Strain curve of the material Steel01.
Highlighted red Box in the attached image is the error I'm getting.
Please Help.
Thanks in advance!

Regards,
Parag