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RE: point load vs. effective width

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What is the wall made of?  If it's concrete or masonry (or some other type
of continuous construction) then you could probably get a formula out of
Roark's book to approximate this.

-----Original Message-----
From: qwu1(--nospam--at)ix.netcom.com [mailto:qwu1(--nospam--at)ix.netcom.com]
Sent: Saturday, July 25, 1998 3:13 PM
To: seaoc(--nospam--at)seaoc.org
Subject: point load vs. effective width


I have a project that needs to design a free-standing wall subjected to a
point load perpendicular
to the wall (out-of-plane point load). The point load is located at 2'-0"
above the bottom of the
wall. The question is that what width of the wall (at wall length direction,
not thickness
direction; the width is located at bottom of the wall) should be used to
resist the point load ?
Should be spread at a ratio of height:width=1:2 at each side of the point
load (that means
width=8') or even height:width=1:3 (width=(2)(2)(3')=12') ? Or any other
width should be used ?
Does any one know any reference or test results regarding this issue ?

Thanks in advance.


Quick Wu
CSD