Why Use Interaction Diagrams for Column Analysis and Design - Reinforced Concrete

[@lolasteel6516]

omg i missed you... you got me through my undergrad days and now I am practicing structural engineer yay!

[@Chino99999]

I have been waiting for the next episode.

[@alihaidar7759]

You've been saving me since my second year of engineering. I'm about to graduate and you'll forever be my favourite prof

[@justineemmanuelbolario6904]

Watching this guy during my University days got me through so many quizzes and exams.

[@y_p7]

0:04 helll yeahhhhhh!! I love your positive energy man!!!!!!! Keep up the good work. & Greetings from Afghanistan 🇦🇫

[@waqaslatifbaloch4174]

You were gone for so long, missed these videos !

[@sakonpure6]

Nice mini lecture!! Looking forward to the next part :)

[@Abdisabir]

Welcome back and thank u!

[@lakhdarlakhdar8001]

Thanks a lot !

[@franciscoesparza5703]

Great job!!! Quick question thou, do have any videos for examples using FEA (Finite Elements)???

[@jallalhotaki5186]

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.

[@nitinagrawal9411]

Just saved my life...

[@rayn.F.E.]

Can you design footings and columns ?

[@aneeshussein]

So funny 😆 great video 👍

[@huseinfaisal3402]

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

[@dennisbuena9752]

hi, is there anything for slabs? :) thank you

[@pPP-df2gw]

PNA is supposed to be found by force equilibrium. Is it not? What is Cna? Where is P and M applied?

[@faisalalnasser6808]

How is it that the column takes more bending when it is compressed than when it is in pure bending

[@soulabd4170]

amzing!!!

[@nomanahmed8345]

sir, please, upload lectures on footings and shear in beams

[@engineeringworld3459]

nice job

[@JAYKAY95]

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

[@charbelhaddad6507]

Fluid mechanics any time soon? :o

[@juringasanin3873]

ineed steel design sir. Thank you 😁😁😁😁

[@structurefree]

Man, I need the man of steel too.

[@hadrianaugustus3547]

The Lone Ranger 😂

[@carlesubach8129]

Chika chika