At the last part, when recomputing As’ since it shouldnt have yielded, I think there has been a mistake. You can’t just substitute the 7.14” = C. NA to the doubly reinforced because it is from the singly reinforced stress block. C. NA will change for the doubly reinforced.
Hi there! Could you do a video analyzing a RC beam but where the cross section is a trapezoid and not a rectangle? I have a question with such an example, feel free to reach out should you require that example!
Good job , thank you . But please , next time , you should work with ( SI Units ) , the metric system , because it is the system used in most countries of the world . The units that you used are used in USA and UK only .
Dude I watched your videos to help with uni some time ago, and your catch phrase "plug and chug" has become common vocab between my peers and I
The reason I love American Professors is because they possess extraordinary excellence.
Respect from Pakistan.
Great work thanks Prof. May Allah grant you Jannah.
This is the most detailed explanation so far.
The GOAT of engineering TH-cam !!!!
There is a calculation mistake when calculating Mn2. it's supposed to be 336.22 not 247.33
Thanks Prof. something is unclear to me. You came to 0.0019 as steel strain in compression part but you still used 0.9 as phi factor! 21:36"
Good job , thank you from Brazil.
At the last part, when recomputing As’ since it shouldnt have yielded, I think there has been a mistake. You can’t just substitute the 7.14” = C. NA to the doubly reinforced because it is from the singly reinforced stress block. C. NA will change for the doubly reinforced.
Hy sir how r u ? u r danm good , love u ❤❤❤❤❤
Hi there! Could you do a video analyzing a RC beam but where the cross section is a trapezoid and not a rectangle? I have a question with such an example, feel free to reach out should you require that example!
Good work 👍👍
Great vid. Are these recorded during a lecture or something?
When you add As2 in tension side. Doesn't it effect rho(max) of tension side? sorry for bad english
Thanks much!
Good work..keep goind
how to design the size of the beam
STRUCTUREFREEE
Good job , thank you . But please , next time , you should work with ( SI Units ) , the metric system , because it is the system used in most countries of the world . The units that you used are used in USA and UK only .