Redistribution of Moments

[@surajitdebnath2578]

Very good presentation. Clearly explained all relevant clauses of IS 456. Thanks.

[@AbhijeetDhule]

This is must watch video for conceptual understanding. Thank you sir...

[@nabinbista4213]

What a clear representation it was . It was delightful . Than you sir for such a video .

[@harsharaut6471]

Thank you sir ..It's very useful video to clear the concept

[@ManishKumar-vp5gb]

You explained it very well sir ,hoping for new videos One suggestion :- pls work on thumbnail, one this particular video got highest views because of good thumbnail unlike others

[@denverdaniel4347]

Great Explanation !!

[@Ganeshwayal0]

Very nice presentation sir, i request please upload such type of video for structural subject

[@yogeshjangid3411]

Amazing explanation

[@sanjaykothari2272]

clear representaton of redistribution concept as per IS CODE

[@user-gk4vp1zz4g]

Thank you sir...

[@shukranyarabbi4877]

amazing explanation sir.. please suggest a good book for structural analysis..

[@arnavnaithani482]

i wish you were my structural engineering teacher . I wouldn't have wasted my four years of engineering .

[@px9460]

Very good and clear explanation!

[@e-techengg2965]

Thanks

[@sasi74]

@@e-techengg2965 please post more videos

[@athulmti]

good video

[@vinaykumar-dp8ej]

Tq sir for sharing 🙏

[@Deep_Daily_life]

Sir , if we have not given any dead load then in that case , will we calculate span moment with maximum load at one span only and the load on other span will be zero ?

[@tajsay]

a wonderful explanation though..excellent

[@e-techengg2965]

Thanks for the complements

[@ayushsati559]

Nice sir

[@ajitkurey5225]

Thank you for this great Video My question is as per graph you show in start of video for fixed beam When the beam fail ? When the both ma and mc in collpase zone or when ma in collapse and mc in dectile zone?

[@ajitkurey5225]

And if answer is ma in collapse and mc in dectile zone is this ma not increase more and wait to mc come in collapse zone

[@e-techengg2965]

Ma in collapse zone with full plasification and centre section Mc just reached to end of ductile range. This will cause three sections fully plastified leading to collapse

[@santan8007]

Thank you sir for the good explanation. Can I know in what condition can a beam be classified as “under reinforced”. Do we have a quantitative limit like the percentage of reinforcement in order for the beam to be “under reinforced”. Thanks and I just subscribed your channel.

[@e-techengg2965]

Thanks. The percentage of tension steel is influencing the type. Depends on type of steel, the limiting percentage of tention steel can be found for beam to be under reinforced. Pt.lim =(0.36fck/0.87fy)×(1100/(0.87fy+700))

[@ethicalhacker1104]

Very nice 👌😊