Seismosoft | Earthquake Engineering Solutions

Dear Zoe Gronti,

I’ve actually solved the problem. I hadn’t realized that the software imposes limits on the shear span (Lv) to avoid meaningless values. After reviewing the Detailed Calculation Report, I discovered that the shear span must meet the following criteria: Lv > 0.1L and Lv < 2L. If ...

Dear Zoe Gronti,

thank you for your answer!
Best Regards,
Daniele

Dear FRP Designer support,

I would like to ask a couple of questions regarding the calculation of bending moment resistance for both beams and columns before the FRP reinforcement application. Specifically, when dealing with columns, after entering the steel and concrete strength values and their ...

Hello SeismoSoft Support,

I would like to clarify whether Seismobuild software allows for biaxial bending verification of columns during linear dynamic analysis with a response spectrum, in accordance with the NTC2018 regulations.

From what I understand, the software calculates the bending moment ...

Hello everyone,

I am encountering a doubt with the calculation of the rotation capacity in SeismoStruct when using the NTC standards for verification. Specifically, I observe large variations in the rotation capacity at the chord with minimal changes in the shear span (M/V ratio) (other parameters ...