Hi, the shorter shearwalls take more unit shear than the longer one in both directions . In the longitudinal direction , u designed for the total length of the shearwall , excluding the collector; which is fine . But in the traverse direction , we have two shearwalls , a longer one with length 35 feet and a shorter one with length 15 feet. The short one is more stressed , with a unit shear of 1200 plf whiles the longer one has a unit shear 514 plf . Now the diaphragm: The longitudinal should have a unit shear of 98.4 plf(just asking) Your presentation is very very useful . Bravo
It's a good effort
Thank you
Hi, the shorter shearwalls take more unit shear than the longer one in both directions . In the longitudinal direction , u designed for the total length of the shearwall , excluding the collector; which is fine . But in the traverse direction , we have two shearwalls , a longer one with length 35 feet and a shorter one with length 15 feet. The short one is more stressed , with a unit shear of 1200 plf whiles the longer one has a unit shear 514 plf . Now the diaphragm: The longitudinal should have a unit shear of 98.4 plf(just asking) Your presentation is very very useful . Bravo
It was very nice and useful. I hope you could upload a complete course lectures
Great Video. I loved it. Can you do examples for irregularities such as re-entrant corners in diaphragms?
@ 49:34 Shouldn't the Unit Shear be 98.4?
Thx
But plz if you can help me ,i need the code which you use it to solve this example .
i wish this were taught in college
i can't understand this shit at all!
i have a masters in structural engineering
SAME.
please i wwant this pdf please