Sir in my exam a question came in which I had to analyse a frame using moment distribution method. But I got confused as, in question it was written that all members have equal flexural rigidity but in diagram one member had different moment of inertia . So what should be done in such situation.
BEST EXPLANATION EVER SEEN SIR LOVE YOU
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yes very helpful noone has uploaded such a great content
Please keep uploading Structural analysis more topics
Thank you Sir, its a simple and clean explanation
Sir in my exam a question came in which I had to analyse a frame using moment distribution method.
But I got confused as, in question it was written that all members have equal flexural rigidity but in diagram one member had different moment of inertia . So what should be done in such situation.
might be a mistake in the question
@@Stanacademy ok , Thankyou sir
How to use in real structure/building of Moment Distribution Method and so on, and video your quality is good.
In real structure we dont use manual methods of calculation. We use only softwares like staad etabs etc.
Hi..may I ask..why in fifth distribution, in A column become 0.003..how?..why it not 0?
Thankiu sir❤
Anyone in 2024 my best lecturer
This is the best video, I found on this topic on RUclips. All the best sir 👍 U deserve more
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