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?
In the above Which method is most economical to assign reinforcement ?
Aapto bhot mast kaam karte ho maksood bhai😅
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?
which method we should use in the above three methods
can we take shear wall material type is steel? Is there any changes for considering different material type
Sir, my assign pier section is disabled in etabs. Could you please tell me what should be done?
We can apply live load sir on shear wall
why you didnt use shear wall option for assiging SW?
Sir can you show a model with and without shear wall in seismic zone 5
In response spectrum method in etabs
Sir please tell me about the online courses you’re offering how to join
Am little busy currently i will update to u soon
which method we should use in the above three methods