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Wall loading to exist. slab[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "seaint" <seaint(--nospam--at)seaint.org>
- Subject: Wall loading to exist. slab
- From: "Joe Grill" <jgrill(--nospam--at)swiaz.com>
- Date: Thu, 16 Mar 2006 11:29:59 -0700
I am working on a small remodel. There is a wall that has been shown as a partition wall that I would like to use as a shear wall. The wall is supported on an existing 4” thick slab. If the wall carries 780 plf I really don’t think that cutting the slab and adding a footing is required. If I assume a 45 deg. distribution through the slab and add the thick of the wall (3.5”) the resulting soil pressure is only 810 psf almost half of the 1500 psf that is being used on the project. The exist. slab is in very good condition. Is there a reason why this just can’t be done?
Joseph R. Grill, P.E. (Structural)
Shephard - Wesnitzer, Inc.
Civil Engineering and Surveying
P.O. Box 3924
Sedona, AZ 86340
PHONE (928) 282-1061
FAX (928) 282-2058
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