Lecture 6 - Design of Beam, Column and Shear Wall in ETABS (Part 2) - Lectures based on NBC 105:2020 

At 18:04, I have made a mistake! Please suppose that we are using 16 mm dia rebar since area of 16 mm dia rebar = 201 mm^2, not for 20 mm dia rebar!

I think in the base of the shear wall the rebar comes about 25000 or more but you have considered in video the upper one,It's ok for to show design process. But, in actual how to manage such huge reinforcement demand, after applying boundry element process also the accomodation of this demand is impracticle.Would you have any suggestion for this?

Hello, Thank you for this informative video. Could you please make a video on how to pass overstressed shear walls?

What is current reinforcement ratio.... Anyone can help me to know about it?

What is bottom reinforcement in shear wall ??

Good video sir.. sir in my design of building im getting rotation in 2 and 3 modes.how can i correct it.?

Hello, Thank you for this informative video. Could you please make a video on how to pass overstressed shear walls?