Design of Columns Part - III

[@johnznma532]

very clear and excellent lecturing so far I have seen, Sir Prof. Dhang explanations have been so explicit in undersatanding the concept of RCC Design

[@jessyaji1602]

Thanks a lot sir.Your all lectures are awesome. It helped me a lot.May God bless you many more.

[@HarwinderSingh-ee9ik]

At 6:19 minimum eccentricity = 20mm (max(20, 17)). emin > 15 mm (0.05*300). I think eccentricity check is not applied properly here.

[@sibammajumdar2749]

One of best lecture .....to Resolve my Quaries.... Thank you sirrrr

[@rohitnilamwar889]

NICE INFORMATIVE LEACTURE VIDEO...

[@akshitchandra1514]

Why did you subtract area of steel from Area of concrete while computing Area of steel (9:16) from Pu (ultimate axial load) .... when in previous examples and theory, you said we ignore subtracting that quantity!

[@harikrishnathummalapelly6392]

I think he did the mistake in the previous examples. We need to subtract it

[@suchitrabanerjee5162]

What if span is not equal

[@lifeisbeautiful3999]

Thank you so much sir

[@deanmringi4779]

how can l get Mx and My ıf l have Pu?

[@divyeshvarsani557]

beam moment plus eccentricity (additional moment)

[@yohannesshewarega5639]

👍

[@yaregalmengistie]

thank you.

[@marcusaurelius2510]

turn down the volume....simple solution.

[@gzinzeenich3741]

Gg