Seismosoft | Earthquake Engineering Solutions

<r>Hello,<br/>
<br/>
I got a very simple model, two storey and one bay RC frame structure. When I run the analysis, it come out with "fbd_Ite" and then the analysis abandoned. Also when I click the element connectivity section, an error message of "Range check error" poke out. I don't know what to ...

<t>Thanks for your prompt reply. Initially, I thought was by using the confinement factor under the material but I don't felt is quite right, thanks for your clarification.<br/>
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I got another question, with regarding on the "output stress/strain for selected location" under the Analysis Output ...

<t>Hi,<br/>
<br/>
Can you anyone tell me how to model / input shear reinforcement (stirrups) in a RC beam and column? The section module only able to input the longitudinal reinforcement but without shear reinforcement. The only section way I noticed is through confinement, is there any other way ...