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
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 ?
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?
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
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.
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))
Very good presentation. Clearly explained all relevant clauses of IS 456. Thanks.
This is must watch video for conceptual understanding. Thank you sir...
What a clear representation it was . It was delightful . Than you sir for such a video .
Thank you sir ..It's very useful video to clear the concept
vey nice ! good faculty
So nice
Amazing explanation
Great Explanation !!
clear representaton of redistribution concept as per IS CODE
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
Very good and clear explanation!
Thanks
@@e-techengg2965 please post more videos
Thank you sir...
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 ?
Nice sir
good video
Redistribution bmd is not in equilibrium as per is456 clause 37.1.1 a
Very nice presentation sir, i request please upload such type of video for structural subject
a wonderful explanation though..excellent
Thanks for the complements
Tq sir for sharing 🙏
i wish you were my structural engineering teacher . I wouldn't have wasted my four years of engineering .
amazing explanation sir.. please suggest a good book for structural analysis..
Very nice 👌😊
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?
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
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
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.
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))