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
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