CSI Col v10 Tutorial, Import model from ETABS to CSI Col v10 and design properly the entire columns

[@hawsaromer1304]

hello ,please was there much diffrene compare with etabs in your design? because i saw in the etabs the result was %1.05 and in csi column the ratio was increased

[@KSSE_Engineer]

I am not sure. you can simply design a model and bring it to CSI Col then compart it.

[@tonice5660]

I can not import load combination of etabs model into csi column although the model have analysed already. What is the reason you think?

[@KSSE_Engineer]

Maybe you didn’t select them . Try it again

[@tonice5660]

@@KSSE_Engineer I marked all the combinations which are need like you did. 😊 by the way thank you for your response

[@carlosfernande1150]

How can I design at shear please

[@KSSE_Engineer]

you can any force you want

[@harrison354]

Same problem here, since we can import only axial force and moment, no toraion n shear