Analysis Of Doubly Reinforced Beam | Moment of Resistance | Mumbai University| IOE, TU

[@naveen6893]

Final formula for moment might be wrong

[@civilconst]

Please write down the correct one so that I could pin your comment.

[@sabinrai4442]

Yes it's not right (d-d') levrarm of (fsc-fcc)asc and (d-0.42xu) Lvr arm of 0.36fckbxu

[@WalangHaang]

kzbin.info/www/bejne/on7VhYaAi8R0kKcsi=kHhpSWyDM1YuYZaA

[@vibhore9624]

Perfect 👍

[@sanjubc834]

value of fsc can be found by looking at table F of sp16

[@sabinrai4442]

d'/d table too

[@sevensungoh6809]

Sir can u please make video about analysis and design of composite beam,.

[@UjjwalJoshi-37159]

Hello what is Fcc in the compression formula

[@purushottamkumawat6866]

Ya he hasn't told that

[@Viveksaxena-t9n]

Sir table kaha se milegi

[@theblackjaguar4274]

What is fćć..? How to calculate it..???? Plz tell me

[@manishkoirala1745]

Sir can u please upload overstress beam shown in etabs and designing it by providing side reinforcement in beam manually with the help of etabs result.

[@civilconst]

If shear stress is greater than allowable max shear stress then how can we pass that with that same section size with manual design ?

[@zmnali78]

Nice

[@civilconst]

Cheers

[@animeshmonadal7207]

Sir fsc table sp-16 page no kiya hai

[@akhilendrapratapsingh2356]

Plz yeh tble humko bhi ni mil rhi

[@pvnrt2803]

It is in IS456:1978

[@becool8461]

last ma MOR ko formula mistake xa jasto lagyo (d-d´) missing

[@dambardevbhattrai4170]

What to do when over rainforced

[@civilconst]

Check for other sizes.

[@mayushacs]

How can we calculate fcc? Can you plz explain

[@radhikakharbuja4369]

fcc= 0.45fck

[@radhikakharbuja4369]

fcc= 0.45fck

[@Tamerlane33]

Table ko kese yaad kare

[@sarojacharaya3503]

aee bro alikati manage garera playlist banau na yrr .... vayena rakheko .. sequence wise rakha

[@civilconst]

Sure bro.

[@meshackwachiuri566]

Clear but a very long method.

[@civilconst]

Sorry for that

[@theblackjaguar4274]

What is fcc.???

[@sunny08131]

Voice is very bad

[@civilconst]

Thanks for the feedback