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
@ibrahimjaalouk543
2 жыл бұрын
Great Video. I loved it. Can you do examples for irregularities such as re-entrant corners in diaphragms?
@abdoibrahim480
3 жыл бұрын
It's a good effort Thank you
@AHMAD7657
4 жыл бұрын
It was very nice and useful. I hope you could upload a complete course lectures
@donjaun121245
4 жыл бұрын
@ 49:34 Shouldn't the Unit Shear be 98.4?
@JoseGarcia-pt1iw
4 жыл бұрын
Thx
@abdoibrahim480
3 жыл бұрын
But plz if you can help me ,i need the code which you use it to solve this example .
@stevejohnson4049
2 жыл бұрын
i wish this were taught in college i can't understand this shit at all! i have a masters in structural engineering
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