Very good presentation. Clearly explained all relevant clauses of IS 456. Thanks.
@AbhijeetDhule2 жыл бұрын
This is must watch video for conceptual understanding. Thank you sir...
@nabinbista42132 жыл бұрын
What a clear representation it was . It was delightful . Than you sir for such a video .
@harsharaut6471 Жыл бұрын
Thank you sir ..It's very useful video to clear the concept
@ManishKumar-vp5gb2 жыл бұрын
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
@denverdaniel43473 жыл бұрын
Great Explanation !!
@Ganeshwayal04 жыл бұрын
Very nice presentation sir, i request please upload such type of video for structural subject
@yogeshjangid3411 Жыл бұрын
Amazing explanation
@sanjaykothari22722 жыл бұрын
clear representaton of redistribution concept as per IS CODE
@user-gk4vp1zz4g6 ай бұрын
Thank you sir...
@shukranyarabbi48773 жыл бұрын
amazing explanation sir.. please suggest a good book for structural analysis..
@arnavnaithani4823 жыл бұрын
i wish you were my structural engineering teacher . I wouldn't have wasted my four years of engineering .
@px94604 жыл бұрын
Very good and clear explanation!
@e-techengg29654 жыл бұрын
Thanks
@sasi742 жыл бұрын
@@e-techengg2965 please post more videos
@athulmti3 жыл бұрын
good video
@vinaykumar-dp8ej4 жыл бұрын
Tq sir for sharing 🙏
@Deep_Daily_life2 жыл бұрын
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 ?
@tajsay4 жыл бұрын
a wonderful explanation though..excellent
@e-techengg29654 жыл бұрын
Thanks for the complements
@ayushsati559 Жыл бұрын
Nice sir
@ajitkurey52253 жыл бұрын
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?
@ajitkurey52253 жыл бұрын
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-techengg29653 жыл бұрын
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
@santan80074 жыл бұрын
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-techengg29654 жыл бұрын
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))