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.
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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
Hi..may I ask..why in fifth distribution, in A column become 0.003..how?..why it not 0?
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.
Thankiu sir❤
Anyone in 2024 my best lecturer
This is the best video, I found on this topic on UA-cam. All the best sir 👍 U deserve more
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