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@45:00 the critical section for shear should be taken as d/2 from the periphery of the column/capital/Drop panel. since, there is Drop panel for this interior panel. I think we should consider d/2 from drop Panel. Please correct me if Iam wrong...

The effective depth is length between tension fibre and maximum compression fibre. Thus in the effective depth calculation half of the dia main tension steel should be added.

You nailed the concept air

Thank you sir

y still using 415 steel? civil engg sub is all about being practical.and this 415 shows its just copied from book without any risk of changing even the grade of steel

can we get a link to these slides?

In last problem you use for depth different formula but for this one you use different why?

THANK YOU

Nice Explanation Sir

Best ever class

Professor Jadhao, @14:44, if Code IS 456 says drop panel lateral dimensions shall be no smaller than 1/3 x panel size = 2m, how did you then arrive at 3m x 3m?

Sir can you share (12:02) this slide for reference

Thank you for the video! Can you pls clarify in Middle strip ! You have used same d for both negative & positive BM! Where as in Column strip ! You have used different d for negative & Positive BM!

Which code that you're using in design?

design steps missing half lecture hai sir g please and thank you sooo much

Excellent

Thanks a lot, I am from Bangladesh. This video was very helpful for me.

Tq for this video it is helpful

Sir pls tell about chimny problem and rectangular water tank problem

Thank you sir 🙏

It would be good if repetition of each sentence is avoided

Nice brother thankyou

Thank u sir

Sir please upload part 1 of this problem