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Re: Story shear for ramps; ramps as braces?

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Aside from the question Anantha is asking, I have always wondered how to avoid having the ramp itself be a very stiff diagonal brace to resist lateral (wind or earthquake) loads from story to story.  Assuming it's the stiffest structural element it would try to resist earthquake forces and, if unable to do so, fail.

Just curious; I don't design parking garages any more.


In a message dated 7/12/07 8:30:18 AM, anant_27(--nospam--at) writes:
I am designing a parking garage with ramps in both directions (dog-legged). How do I determine my diaphragm extents? Is it okay to take half the weight of the ramp to the story above and below to calculate story shears?

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