Portal Frame Method - Problem No 2 ( with shortcuts )( Approximate Analysis of Multi-Storey Frames)

[@sivakrishnaduddu4592]

You are doing a great job brother. You are making concepts very ease to understand. ❤

[@veahanzc.7356]

Do you do non shortcut methods

[@gayathrimanickam6238]

Super explanation 🎉

[@BADANGI99]

SIR I HAVE UDL ON BEAM THEN HOW CALCLATE THE MOMET AT BESM SECTION

[@niroopbs713]

Please make a video on how to calculate flexibility influence coefficient and matrix for 3 story shear frame

[@muhammadaqeeldar6044]

Sir While taking joints why didn't you use summation Moment (M)=0? Why only H and V

[@shivamsharanlall672]

Because it is assumed that point of inflection lie approximately near the center of the beams and columns of the portal frame. Since moment at the point of inflection is zero. So that point is assumed as hinged. That's why in case of the joints V and H were only considered.

[@azrathullahafghan7784]

thank you sir how to slove this frame by kani method for horizintal force

[@Stanacademy]

Analysing of this frame using Kani's Method would be difficult and time consuming. But I have made videos for frames with one storey. You can go through this playlist kzbin.info/aero/PLjJwBYxz7CykvyuAdRa4eZbEinOG1t4Wn

[@Rwngswkang]

Sir BM and SF at the last part should explain shortly.

[@tagubaarrianekayeb.2914]

tysm ❤

[@minnuann3964]

Thank you Sir 😄