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Re: Trimming Down a PSL Beam

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You've gotten the answer from the list members, but if you want to get it
from the manufacturer, it's at

Nels Roselund
Structural Engineer
South San Gabriel, CA

----- Original Message -----
From: Bill Polhemus
To: seaint(--nospam--at)
Sent: Monday, July 26, 2004 4:59 PM
Subject: Q: Trimming Down a PSL Beam

I have a question from a builder friend of mine. He inadvertently installed
a 17.25" deep PSL beam where he should have put an 11.25" deep PSL. He wants
to know if he can cut the portion of the beam sticking up 6" too high,
essentially making an 11.25" deep PSL out of the existing 17.25" PSL.

I was leery of answering this question because I'm aware that this is an
engineered item, and I am not familiar enough with the design of the beam
itself to know if this "cut-down" beam would be equivalent in strength to a
PSL beam that was ordered the right depth.

So my question is:

1)     Is there indeed and equivalent strength?


2)     If not, is there any way to determine a "strength adjustment factor"
(< 1.0) that could be used to determine if the cut-down beam is adequate or


[N.B.: I also submitted this email to the APA's helpdesk, but I'm not sure
if it's the kind of question they could answer so I'm posting it here as

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