Analysis of Beam | Working Stress Method | Part I | RCC Structures | IOE

[@anonymous8119-c]

Best Explanation I've seen so far, with subtitles 10/10.

[@civilconst]

Cheers.

[@nitabadgujar3797]

Nice explanation,,,keep going

[@NoOne-gu6bc]

strain profile is linear not stress profile, so at 3:26, instead of [sigma(st)] it should be [sigma(st)/m] and clearly you dont know it or forgot to add... after that, you are adding randomly 'm' at 4:39 without any logic in similarity of triangle formula

[@RahulKumar-db6rp]

I don't understand equivalence 😞

[@avakinfareeha8172]

It was really helpful thanks sir

[@nitishkumarbanne9409]

are you from ou affiliated college??

[@civilconst]

Cheers

[@ask-wj2pf]

Thankyou! 👍👍🏿

[@civilconst]

You're welcome!

[@sad-lh1zo]

Other than that ur explanation is nc..... Keep going on 👍

[@civilconst]

thanks

[@shravanreddy1307]

Do we have this formulas in any code book?

[@civilconst]

Yah it is from IS code SP 16

[@jogeshkumar6167]

Nc Kahan se agaya 12-15 Nc hote hai kya

[@sad-lh1zo]

Bhai moment lere tu stress kahan gaya usme.... C=T k pass ek baar check karlo bhai

[@-chandrashekar-iq4os]

yeah ie not moment ie moment areas are equal

[@CBMANOJ9]

C16 Reinforce concrete structure all chapter question and code book formula s sir explain sir so many student strudel in subject in COVID-19🦠😷 plzzzz sir

[@tripathirakesh8914]

Figar not clear

[@vandanajade8879]

Shah and kale author

[@neerajmeena4925]

Bhai yar or vedio dalo na

[@civilconst]

Sure.

[@abidmir3506]

Poor explanation

[@civilconst]

Thank you for your review.

[@koppireddyraju5221]

Ohh oh go slow don't be hurry ,i lost my interest .

[@civilconst]

Sorry for inconvinience but I have to cover a lot of things in short time

[@-chandrashekar-iq4os]

watch with slow play back speed

[@-chandrashekar-iq4os]

@@civilconst nice bro

[@sauravpaudel3721]

Poor explanation

[@civilconst]

Sorry as I couldn't explain it to you properly.