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Review of 1997 UBC Component Wind Calculations

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Berniedog

Structural
Dec 19, 2005
200
JAE, WAMRE Thanks for response to my 10/17/08 post. Can you take a look at the following:

P=Ce*Cq*qs*Iw
Ce=1.62
Iw=1.15
Qs=20.8
Wall Elements not in areas of discontinuity - enclosed and unenclosed buildings
A=68sf. Cq:1.01
P=39.1 psf- inward & outward

Roof Elements not in areas of discontinuity - enclosed and unenclosed buildings
Cq=1.11
P=43.04 outward

Wall Elements in areas of discontinuity
Cq=1.01 inward
Cq=1.31 outward

p=39.1 psf inward
p= 50.8 psf outward

Roof Elements in areas of discontinuity - enclosed and unenclosed buildings
Cq=1.78

P=69.0 psf outward

Thanks
 
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