Apartment building design by SAP 2000 Software | Civil engineering | SAP tutorials | building design

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[@lapislazuli5020]

Why did you choose membrane instead of shell for the area sections for the slabs ?

[@civilengineeringbyshravan9596]

Slab will be taken as membrane or shell as per the Considerations

[@RazaNaved-55]

How did you delete the unwanted beam??

[@civilengineeringbyshravan9596]

See in edit option after selecting beams

[@nitkurukshetra.civil101]

Sir sap me cfst column design kar sakte h

[@HimanshuSingh-tt7gj]

If we want to use outrigger in residential building how can we draw belt truss?

[@ccoonn]

Why did you give positive and negative values for the wind coefficient..... I think you have already assigned different directions for the wind. So applying negative to Cp will create a hypothetical situation...

[@jrimman]

why are we giving self weight as 1? doesn't sap automatically take the self weight when we define the dead load?

[@cea_2022]

what is the reason that SAP doesnot design any reinforcements for beams?? Reinforcement values in beams are shown zero...

[@Aziz-gc2jd]

Hello Can you please tell me Which loading pattern I have to use for UZBEKISTAN? IS1893-2016 for India, thanks

[@sanketkhonde613]

Is detailing of this design possible in csi detail ?

[@kamalkumar3141]

BRO one doubt how can we export the detailing of the design in etabs and staad pro

[@er.rajatkumarsingh5611]

Sir Detailing CSI detailing 2018 se possible hai

[@ismoismailismo332]

No we cnt do in 2018 version .in 2016 version we can

[@shashankpathak6808]

How to find story displacement in sap