Sway/No Sway Column | Calculation of Stability Index | IS456:2000 | ETABS | ilustraca | Sandip Deb

#swaycolumn #etabs #rccdesign #structuralengineering #structural_design
Sway/No Sway Column | Calculation of Stability Index | IS456:2000 | ETABS
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[@azmat_waseem]

Very Informative... Thank you...

[@NK-rq1oi]

Thank you for the video, please do more videos on slab design, using etabs or safe, with detailing & IS:456 codes about slabs

[@ilustraca]

All these are part of my online course.. you can check on my app

[@Enfld1122]

As per IS 456 annexure E, the meaning of term Δu is "elastically computed first order deflection". Means, deflection taken from first order and also elastic,
But here,you take displacement coming out by response spectrum load case, rather than from equivalent seismic load,
Also storey shear (Hs) taken out from response spectrum case , rather than from equivalent seismic case as mentioned by code.

[@Enfld1122]

If the column is devided in two parts only along its minor axis at mid depth or (at mid storey level) , then how to calculate effective length factor for that column??

[@awaishussain5960]

your explanation is very good. Can u pls make videos on steel connections as well based on the real time project.

[@aakashsingh8310]

please bring a video series on composite construction on etabs

[@amrhariri1996]

When i calculate Q manually it's value doesn't match Etabs 😢

[@rajendrakumarvedwal3854]

my etabs only desing sway whenever i inpurt ordinary or ductile paramter ... without calcuating Q value ... in report it alwyas show Q as zero

[@rajendrakumarvedwal3854]

sir... really very infomative video.. but plz help me... i have never seen Q value in etabs report .. i always find it 0 in result. plz tell me if you have assinged any other paramter in design for finding Q value in report

[@deepakshrestha7974]

I want manual calculation of Column beam capacity. When we overrides beam reinforcement and column reinforcement in etabs; the ratio is not maintained. I doubt in my manual calculation. Please make one video on this.

[@ilustraca]

All those are part of my online courses...u can check

[@Anjali_gupta1712]

Please guide us how etabs calculates K for sway and non sway. It doesn’t match with hand calculations.

[@ilustraca]

Calculate the stiffeness taking exact lengths and exact end conditions, it will match.