Man, you should go through the whole ASCE7 with any building case possible with that kind of video quality 😃 I know it's not possible, but let me dream haha
How do you determine redundancy factor when calculating story drift for SDC D? Thank you in advance man, your vids are awesome and helpful much for me!
Is it possible to have a 4 story building with rho = 1.0 for upper 3 floors, and rho = 1.3 for the ground floor, must we use 1.3 for all floors when any individual floor does not meet the requirements? Thanks
hey rich, so if a structure has more than 2 stories and one of those story take less than 34% of the base shear, does it mean I can ignore this on the check for Rho
please if you have for example 10 floors it is clear each floor or diaphragm resist less than 35% base shear for example for simplicity each 10% theses condition satisfy if you have a perfect number of shear wall
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Thank you Rich. Don’t give up on your hard working for us. You help me a lot. 🙏🙏🙏🙏
I got you Narathip!
Love your vids man. Recently got my CA PE license and looking to get more structural work under my belt (Passed the hydrology PM). Keep it up!
Good stuff lets keep growing our engineering skills together !
Man, you should go through the whole ASCE7 with any building case possible with that kind of video quality 😃 I know it's not possible, but let me dream haha
love the compliment Jonathan! thanks for being here!
How do you determine redundancy factor when calculating story drift for SDC D? Thank you in advance man, your vids are awesome and helpful much for me!
Is it possible to have a 4 story building with rho = 1.0 for upper 3 floors, and rho = 1.3 for the ground floor, must we use 1.3 for all floors when any individual floor does not meet the requirements? Thanks
This close to SE than PE, but it so good explanation that you did.
hey rich, so if a structure has more than 2 stories and one of those story take less than 34% of the base shear, does it mean I can ignore this on the check for Rho
its a little more complex than that. check out the description in the ASCE 7 and also the commentary has great information on this subject!
What apps are you using? Are you using an iPad?
nope just my thinkpad computer from like 10 years ago!
please if you have for example 10 floors it is clear each floor or diaphragm resist less than 35% base shear for example for simplicity each 10% theses condition satisfy if you have a perfect number of shear wall