Perforated Wood Shear Wall Design Example
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- Опубликовано: 7 окт 2024
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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.
Very good video Engineer thank you
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.
Maybe one day ill have the courage to do a bridge example Pavan hahaha
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Great video, as always! Thank you.
Another great video! Thank you Rich!
Glad you enjoyed it! happy to be back providing these videos!
hey kestava, weeee neeed concrete stuff for your followers elsewhere in the world.
great stuff as always.
I hear you! ive got some concrete lined up that I think youll enjoy!
Great video ! Thank you very much ! Could you make a video example of composite beam with concrete slab on steel deck?
These are often overlooked! Great video.
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!
Great video! Can you provide a wood FTAO design example in another video?
god those take a bit of time to calc out. let me look into it and see if i can get a problem together!
That would be much appreciated! Keep up the great work!!
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
Sir how much do you earn now? Plz reply. Thanks a lot.
Im doing an updated video and short on this soon! keep a lookout for it