Design of Flat Slab Problem 2 Part 1 With Drop Panel

Design of Flat Slab Problem 2 Part 1 (With Drop Panel)
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Design of Flat Slab Problem 2 Part 1 With Drop Panel
• Design of Flat Slab Pr...
Design of Flat Slab Problem 2 Part 2 With Drop Panel
• Design of Flat Slab Pr...
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[@tanvirovie6010]

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

[@155veerabhadrarao7]

@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...

[@gandlapavan503]

Excellent

[@laxmihari100]

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.

[@kromatism]

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

[@OwaisKhan-tj7ky]

Thank you sir

[@kadapavenkateshprasad9555]

Nice brother thankyou

[@mayankpatanvadiya]

Call him sir

[@jadhaovikas]

Welcome

[@syedafroz6743]

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

[@MajorCaliber]

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?

[@jadhaovikas]

We can increase dimensions of drop panel on higher side. IS 456:2000 has given directions for minimum dimension of drop panel.

[@mohsin19232]

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