Lec 27 - Torsion Reinforcement In Beams Design - IS 456:2000

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We present you in this series with RCC lectures for civil engineering. In this RCC Design lectures you will be learning design of transverse reinforcement for torsion and shear according to IS 456:2000
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sir upload lectures on cantilever and continous beam.
i have watched all lectures of rcc.
really amazing.
nice work.
thanks a lot.

iftiqarahmad
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Hi, could you please post the video on column design under torsional moment.

thammisettyvenkatrao
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Sir, Does beam can be designed Doubly Reinforcement at near support (for Hogging Moment) in case of fixed end condition? OR Should we design doubly section only for span moment where sagging moment occurs ?

sudarshannikam
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Hello could you please tell, where or which clause in code book did you find the ast and asc formlue?

sanjaybhat
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Thanks Sir. Can we say couple acting on primary beam where the point of resting of secondary beam on primary beam. OR Are those same Couple and Torsion?

sudarshannikam
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Good day, sir. How do I calculate or solve for Tu if given is a torsional moment of *kN.m dead load and *kN.m live load? Hoping for a response, sir. Thank you.

crisolannarienza
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thank you so much helped a lot to understand

nabinbista
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Sir from which concept formula for (moment due to torsion =Mt and shear due to torsion ) will come ??

saurabhvidhate
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under what condition there is no
tortion on beam???
does beam have tortional moment if it diesnt have secondary beam in between?

cadm-benzbuft
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Sir when we design a beam for torsion with today's steps then no need to again design for bending and shear separately ??

saurabhvidhate
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when there is effective cover why to assume it as a clear cover ?

karneshwetha
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How to find Xu for designing singly reinforced section

pauldaniel
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sir, yeh Es and Fsc wala table kaha se milega IS456:2000 me?

GomatiGoswami-YearBArchArchite
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Sir your video is so good just tell me how can we calculate Tu for beam is IS code recommended any formula

ajitkurey
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Please sir make a video on torsion of beam ( numerical)

flyingk
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Is this channel for competitive exam, sir can i study for gate exam here,

civilspectrum
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Don't we have to convert the moment values to factored values..?🤔

akshaydev
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In bt why we took 30 in bt=300-30*2-20*10-16

ranjitkaurjaswal
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Sir ismai side face reinforcement calculate nhi kiya

GomatiGoswami-YearBArchArchite