Shear Design for Concrete Beams | Equations

[@FranciscoACamou]

Great videos! You should include references to the equations in the manual

[@faizamohammed8188]

Thank you mr Tyier, please give us the references to the equations you ueses here in this vedio

[@hamzamMR]

thanks mr tyler!!

[@arussell6232]

Great videos. But isn't the area of (1) No.4 bar 0.2in^2....

[@TylerLey]

Yes! But there are two legs of the stirrup that will cross a shear crack. This means the crack would fracture two bars and so you multiply the area by 2. I think I talk about that in another video.

[@kiemside8926]

@@TylerLey you used 0.4in2/bar in the video. It should be 0.2in2/bar for #4

[@Osama-Anwar]

@@kiemside8926 yeah you are right.

[@abhishekaggarwal6834]

Thank you sir, Sir please also take time to explain strut and tie model too so we could learn it fully

[@jerry30pet]

Thank you, good sir

[@simengg7824]

Some content abt sustained impact loading effects of water in Concrete Dam??

[@TylerLey]

Danish - I don't have a lot of experience on this topic. Thanks for the suggestions.

[@aldojansel9439]

thank you for the video but the guitar strumming is exasperating