Kani’s Method: Analysis of Portal Frame with Sway, concepts with Numerical Example

[@mohdyounis7618]

Mam your way of teaching is very good.nd easy understand

[@DrSuchitaHirde_CivilEnggVideos]

Thanks.. This is to create interest amongst students in structural engineering subjects.

[@Raju147civil]

I really thankful for your efforts
your lectures very good and easy to understand
I want to know which tool you are using for writing and drawing
thank you very much, madam

[@DrSuchitaHirde_CivilEnggVideos]

Thanks.. Autocad and MS office

[@thavamani7697]

Mam ,How to calculate displacement factor of column 3 bay 3 stories building . means sum of Kfc2 will be taken for individual floor or whole stories . pls explain

[@DrSuchitaHirde_CivilEnggVideos]

Will share soon

[@guruprasadhc894]

why should we take effective length as 1.5 times the actual length for calculating displacement factor for hinged base column"

[@DrSuchitaHirde_CivilEnggVideos]

It is relative effective length as compared to fixed support.

[@ajayv4186]

Waiting for the next video mam

[@DrSuchitaHirde_CivilEnggVideos]

Please wait. I will be uploading 3 more videos on Kani's method after Diwali.

[@meghanaavunuri1124]

If horizontal force is not given ... then how to find storey moment

[@DrSuchitaHirde_CivilEnggVideos]

Then storey moment will be zero.