How to find Effective Depth | How to find Reinforcement area | Analysis of Singly Reinforced Beam

In this analysis, we have to find out effective depth of the section and also area of reinforcement for the given width of beam with moment.
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#singlyreinforcedbeam #analysisofsinglyreinforcedbeam

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[@structuralanalysisanddesign]

Really thanks for your appreciating words, yes we are trying to come up with the videos on daily basis, keep supporting us

[@vidhyavikas4072]

Clear explanation, thank you sir. In your Vedios you gave clarity to us. There's is no one can explain like you 😊

[@structuralanalysisanddesign]

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[@structuralanalysisanddesign]

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[@md.shabee8563]

Thankyou Sir Loved the way you explain ❤️

[@structuralanalysisanddesign]

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[@percivalendozo6142]

Very clear explanation,thankx for your lecture..

[@structuralanalysisanddesign]

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[@jyothikat3970]

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[@chandru101]

Super explanation Sir. Thank you

[@structuralanalysisanddesign]

We are happy that our videos are useful to you, keep supporting us and stay tuned for more videos

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Please explain the +ve and _ve sign of Ast form show fit in the formula.

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[@structuralanalysisanddesign]

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[@structuralanalysisanddesign]

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[@structuralanalysisanddesign]

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What's the formula for Fe500 6:45

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Sir, in steel load carrying capacity is decide by stress distribution diagram but in RCC it decides by strain approach. Why?

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Thank u so much sir ast square equation solved easily

[@structuralanalysisanddesign]

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Sir plz make videos on shear bond and torsion

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Sir can you tell me about 7113.43?

[@arikaanilkumar5371]

Thank u sir.

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Thanks

[@marsthewargod2095]

Is SINGLY and Doubly have the same method to find its effective depth?

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Must see..

[@structuralanalysisanddesign]

Thank you, keep watching and sharing

[@anushatotad6342]

Tq sir 🙏🙏

[@structuralanalysisanddesign]

Welcome, keep watching and sharing

[@annukashyap6435]

sir if we have given bending moment, can we put the value of bending moment in the place of Mu sir plzz anwer me i am very confused

[@structuralanalysisanddesign]

Yes definitely you can use that moment, but check whether its moment or ultimate moment, if its only moment, multiply it by factor of safety to get ultimate moment

[@annukashyap6435]

@@structuralanalysisanddesign thank you sir

[@sserwaddajoseph5869]

It looks like the two formulas give different values of d

[@AnandKumar-pu6bp]

thanku sir

[@rohitbariya7458]

If grade of steel is not given than question to sigma st kese calculate karenge

[@structuralanalysisanddesign]

Grade of steel will be given, if not than you have to assume

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Sir how to provide steel bars sir

[@dineshbasnet7288]

Thank you so much

[@structuralanalysisanddesign]

You're most welcome, keep watching and supporting

[@suhaskcsuhaskc1683]

Sir if breadth is not given then what shall we do

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Sir last step li equation solve madadu thorsii please Friday exam ide

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Can you please tell me why you take mu=mu ltd

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Sir plz kannda xplain

[@davidnani3435]

No need subtitles plz sir they disturbing while you are explaining

[@bijkumar8510]

I don't understand plz again explain Ast

[@aakashgoyal3899]

Ast ka mera Ans 5711.295 aa rha hai plz reply

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Mera bhi