How about if to find c using like this,the first find Pn by using equation Pn = 0,65 0,85 f'c(Ag-As)+ As fy and then using the force equibilibrium equation Pn = Cc(concrete)+Cs (steel compression)+Ts(steel tension) just one unknown c,next get Mn by using Mn equibilibrium equition
plz sir g solve this for me... at 23 Feb is my papar... a reinforced concrete simply supported beam has a Span of 30'and supports dead load of 1000lbs.ft in addition to it's self weight... design a beam section to resist the factored external binding moment.given fc'=4ksi and fy =6ksi
omg i missed you... you got me through my undergrad days and now I am practicing structural engineer yay!
Watching this guy during my University days got me through so many quizzes and exams.
You've been saving me since my second year of engineering. I'm about to graduate and you'll forever be my favourite prof
I have been waiting for the next episode.
0:04 helll yeahhhhhh!! I love your positive energy man!!!!!!!
Keep up the good work.
& Greetings from Afghanistan 🇦🇫
You were gone for so long, missed these videos !
Nice mini lecture!! Looking forward to the next part :)
Welcome back and thank u!
No homo man. But I think I am in love man. your teaching me this stuff that my teacher couldnt in 16 weeks. Just found out about you and subbed.
Great job!!! Quick question thou, do have any videos for examples using FEA (Finite Elements)???
Thanks a lot !
Just saved my life...
How about if to find c using like this,the first find Pn by using equation Pn = 0,65 0,85 f'c(Ag-As)+ As fy and then using the force equibilibrium equation Pn = Cc(concrete)+Cs (steel compression)+Ts(steel tension) just one unknown c,next get Mn by using Mn equibilibrium equition
How is it that the column takes more bending when it is compressed than when it is in pure bending
So funny 😆 great video 👍
sir, please, upload lectures on footings and shear in beams
PNA is supposed to be found by force equilibrium. Is it not? What is Cna? Where is P and M applied?
amzing!!!
Can you design footings and columns ?
hi, is there anything for slabs? :) thank you
nice job
plz sir g solve this for me... at 23 Feb is my papar... a reinforced concrete simply supported beam has a Span of 30'and supports dead load of 1000lbs.ft in addition to it's self weight... design a beam section to resist the factored external binding moment.given fc'=4ksi and fy =6ksi
Fluid mechanics any time soon? :o
ineed steel design sir. Thank you 😁😁😁😁
Man, I need the man of steel too.
The Lone Ranger 😂
Chika chika