Portal Frame Method - Problem No 3 ( with shortcuts )( Approximate Analysis of Multi-Storey Frames)

[@blaze102]

I assume the direction of shear in Column and beam opposite to your direction.But my answer is coming out different is that any convention of choosing the direction

[@its_me_shubzzz]

6:17 while calculating moments in beams if the length of beam is not similar then same process or different

[@niladrisengupta8315]

Same formula.. You can see previous two videos where the length of beam was different

[@minnuann3964]

Thank you Sir ☺️

[@prashantbhongade8992]

How to draw bmd for it