☞Correction, while we changed torsional constant that time we have to change Stiffness modifiers to 0.35 as we have considered earlier. That was the reason of failing those beams which we were trying to pass with several trials.
This covers beam design & column re-arrangement for symmetric structural configuration.
Part-1 link- https://www.youtube.com/watch?v=quwFSB-A3X8
Part-2 link- https://www.youtube.com/watch?v=9fEaMsMk8xg
Part-3 link- https://www.youtube.com/watch?v=Vd7RnSKFQWM
Part-4 link- https://www.youtube.com/watch?v=38We5_hdqss
Part-5 link- https://www.youtube.com/watch?v=kJ-qErphLdU
Part-6 link- https://www.youtube.com/watch?v=Fp2p8GuuXN8
Part-8 link- https://www.youtube.com/watch?v=G6c4qkAW2wA
Part-9 link- https://www.youtube.com/watch?v=KnMmjrNsN0A
Part-10 link- https://www.youtube.com/watch?v=wELkrGYX1Ec
#BeamDesign #Etabs #RealProject
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