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

In this video tutorial, you will learn how to import the model from ETABS to CSI Col v10 and design the entire columns properly.
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[@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