I have learned much by following your videos....your videos are very much helpful....Are you familier about the problem while designing shear wall?---Design Inadequate: Shear force exceeds maximum allowed at bottom /top of pier leg...Could you make video about it?
@deepayediyapur972616 күн бұрын
In the above Which method is most economical to assign reinforcement ?
@shadabhussain3695 Жыл бұрын
Aapto bhot mast kaam karte ho maksood bhai😅
@shilpachauhan2644 Жыл бұрын
can we take shear wall material type is steel? Is there any changes for considering different material type
@rohithstunner58307 ай бұрын
which method we should use in the above three methods
@svventertainment1037 Жыл бұрын
We can apply live load sir on shear wall
@harshiths98082 жыл бұрын
Sir can you show a model with and without shear wall in seismic zone 5 In response spectrum method in etabs
@susmithdileep74445 ай бұрын
Sir, my assign pier section is disabled in etabs. Could you please tell me what should be done?
@islahuddin22492 жыл бұрын
why you didnt use shear wall option for assiging SW?
@manimanu55962 жыл бұрын
Sir please tell me about the online courses you’re offering how to join
@civilengineeringbyshravan95962 жыл бұрын
Am little busy currently i will update to u soon
@rohithstunner58307 ай бұрын
which method we should use in the above three methods