Another thing that is often missed with perforated shear walls is the requirement of 4.3.6.1.3 where it says, "each end of each perforated shear wall SEGMENT shall be designed for a compression force, C, in each segment." So you aren't only designing for a compression chord at the end of the wall, but at the end of each segment.
@edled10262 ай бұрын
Very good video Engineer thank you
@pavanpatel41507 ай бұрын
Great video - I think I suggested this as a video and you definitely delivered! This will be very useful for people studying for the SE since it is listed as a topic. As a bridge guy, I had to skip over this topic during my studies.
@Kestava_Engineering7 ай бұрын
Maybe one day ill have the courage to do a bridge example Pavan hahaha
@elbahja037 ай бұрын
Great video, as always! Thank you.
@Kestava_Engineering7 ай бұрын
If you're new - consider subbing and join the Kestava Engineering Team 😎
@Kestava_Engineering7 ай бұрын
or dont 😭
@QuantumDestra7 ай бұрын
@@Kestava_Engineering And miss out on all this? Defintiely not! XD
@Kestava_Engineering7 ай бұрын
lets go Quantum!
@KeyganEIT7 ай бұрын
Another great video! Thank you Rich!
@Kestava_Engineering7 ай бұрын
Glad you enjoyed it! happy to be back providing these videos!
@HungLe-gz3lm6 ай бұрын
Great video ! Thank you very much ! Could you make a video example of composite beam with concrete slab on steel deck?
@ryanguay54607 ай бұрын
These are often overlooked! Great video.
@Kestava_Engineering7 ай бұрын
they dont get a lot of capacity but are great for smaller structures for sure! everyone just seems to do solid walls and run with that for ease and time. a lil spreadsheet for these walls would be nice to have in the back pocket!
@MohamedHaji-k5j6 ай бұрын
hey kestava, weeee neeed concrete stuff for your followers elsewhere in the world. great stuff as always.
@Kestava_Engineering6 ай бұрын
I hear you! ive got some concrete lined up that I think youll enjoy!
@Lumens17 ай бұрын
Does the Li value apply only to walls with doors or also walls with windows? I try my best not to include doors in shear walls due to the discontinuity of the bottom plate
@stevenrussell35717 ай бұрын
Great video! Can you provide a wood FTAO design example in another video?
@Kestava_Engineering7 ай бұрын
god those take a bit of time to calc out. let me look into it and see if i can get a problem together!
@stevenrussell35716 ай бұрын
That would be much appreciated! Keep up the great work!!
@gourabsarker95527 ай бұрын
Sir how much do you earn now? Plz reply. Thanks a lot.
@Kestava_Engineering7 ай бұрын
Im doing an updated video and short on this soon! keep a lookout for it