#53 | Module-V | Lecture 09 | Axially Loaded Columns with Uniaxial Bending Part 1 | RCC By Rehan Sir

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Nice lecture sir.. Thank you

[@nazrealam203]

Nice lecture sir thank you sir

[@intel5-t9m]

sir as per BIS website SP 16 has been withdrawn, so usage of interaction curve here is still valid?

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Zabardast bolte sir aap
Aap ka ghar kahan hai plz rply karein plz

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Your sessions are excellent

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Thank you Sir .

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Thanku sir ❤️❤️

[@manirajshrestha5529]

Why is the BM increasing while decreasing axial load Pu? 32:20

[@sujithraj7518]

Actually not the BM increasing, the column can carry more BM than the previous case "C".
That means, if we are reducing the axial load then the column can carry more BM and similarly if the Axial load is increased then the columns BM carrying capacity is reduced.. that is the main concept of the interaction curve.

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Thank you so much sir

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Thankyou Sir

[@ravalyash9117]

Design of Footing in lecture also explain

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thank-you sir

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Thank you sir