Table F of SP 16 is generally used for design purpose, however here it is used for analysis. Is this okay rather than using strain compatibility method?
jab hmara beam under reinforced aaya to hum MOR compression side se q nikal rhe hai.. jabki vo tension mai phele fail ho jaiga issse to hme jyada valve millegi prr hmara beam usse phele hi fail hojaiga...
Very simple way of explanation thanks a lot
Bhtttttt shukriya sir
Lovely
helped a lot sir, awesome explination... thank you very much !
Thank you so much sir 😊
Table F of SP 16 is generally used for design purpose, however here it is used for analysis. Is this okay rather than using strain compatibility method?
Stiurrups 10 mm diya hoto b or d ki value chnge hogi whi comsider krke example pura Krna he??
Sir will you tell what will be moment of resistance of 6" rcc slab
Sir ye sp 16. Kya h ??? Is code m h kya
jab hmara beam under reinforced aaya to hum MOR compression side se q nikal rhe hai..
jabki vo tension mai phele fail ho jaiga issse to hme jyada valve millegi prr hmara beam usse phele hi fail hojaiga...
F sc kon se page me diya gaya hai rcc code me
What is sp-16
Mu lim is lower then MR ?? why?(u alrady designed in doubly reinforcement )
Sir if Xu >Xumax
Then what we will do ??
redesign
Sir fcc ki velue Kya yhi hogi
Yes
fcc=0.446fck [Ref. SP-16]
Y doubly m bi Kya under or balence ka dyan rakta h
Beams are always advisable to design Under Reinforced bcz it implies ductile failure which is desirable....
@@YAHYASIR oo😄 right sir how to determine persontage of concrete please sir
It's PG NO 13 ,Not PG NO 30 in SP-16
Ye kaha hai bro
bhai cover on both side he aapne one side hi kyu kiya???'
d=effective depth=distance between compression edge & center of main(tension) steel=600-50=550
compression side cover = tension side cover =50 mm
Xu=.87fyAst - Fsc *Asc/.36fck b book me diya hai
To bana lijiye
Ai sab toh IS 456-2000 main h