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Nice explanation sir.. good job✨👌👍
Sir axial deformation shirf beam me he remove karya ga OR frame ke case me nahi karya ga??????
Sir moment due to horizontal force 9.96kN at B will be positive right since it will be directed upwards? I don't understand how you took it as negative!! Could you please clarify?
Nice method sirPlease make a video on kani's method .... because exam is near
Yes plz
THANK YOU SO MUCH SIR
sir are u sure of this?? how this BMD can be this shaped while having udl on beam AB??
The horizontal arrow for the simply supported end should be the opposite side isn't it?
Vvvvnice sir
Bro flexibility method se. Frame ka rotation and settel wala problem kara dete to bahut bahut mehrabani hota🙏🙏🙏🙏🙏🙏plzzz bro
sir calculator gives dimentional errori have done all same as you instructed
Nice explanation sir.. good job✨👌👍
Sir axial deformation shirf beam me he remove karya ga OR frame ke case me nahi karya ga??????
Sir moment due to horizontal force 9.96kN at B will be positive right since it will be directed upwards? I don't understand how you took it as negative!! Could you please clarify?
Nice method sir
Please make a video on kani's method .... because exam is near
Yes plz
THANK YOU SO MUCH SIR
sir are u sure of this?? how this BMD can be this shaped while having udl on beam AB??
The horizontal arrow for the simply supported end should be the opposite side isn't it?
Vvvvnice sir
Bro flexibility method se. Frame ka rotation and settel wala problem kara dete to bahut bahut mehrabani hota🙏🙏🙏🙏🙏🙏plzzz bro
sir calculator gives dimentional error
i have done all same as you instructed