[Shop-talk] looking for wooden beam suggestions
Jack Brooks
jibjib at att.net
Fri Jun 15 19:29:07 MDT 2012
Pat,
Two words - Flitch Plate (check out "flitch beam" too).
What you want to do is add a steel flat with the "flat" in the direction of
the load, basically on edge, on the 5-1/2"x3-1/2" wood beam. Screws or
through bolting would work. You shouldn't need much more than an 1/8 inch
flat, on edge a couple of inches wide, but you would need someone who could
make at least a rudimentary calculation for you. Jack up the center of the
beam to a smidge beyond level and attach the plate.
I took out two walls in a corner room, 14 feet between supports and added a
3 inch x 1/8 inch flat, on edge on each side and had a 4x safety factor, but
the steel was essentially free, so I went oversized.
Jack
Disclaimer - I'm a Mechanical Engineer, not a Civil and am not licensed to
provide Structural Advice, so this is simply guidance, so you can seek out
the proper professional to resolve your issue.
-----Original Message-----
From: shop-talk-bounces at autox.team.net
[mailto:shop-talk-bounces at autox.team.net] On Behalf Of Pat Horne
Sent: Friday, June 15, 2012 8:01 AM
To: shop-talk at autox.team.net
Subject: [Shop-talk] looking for wooden beam suggestions
List,
I have an 8' roof overhang on my shop building that is starting to bow
from the load. It is supported by a 5-1/2"x3-1/2" wood beam across two
posts, 14' apart. The roof is standard 7/16 ply with one layer of
shingles on it; the framing is 2x4. The beam that is in there now is a
double 2x6 with a plywood filler to bring it out to 3-1/2". I can grab
the center of the beam and move it up and down over one inch. The
existing beam is standard yellow pine and is less than a year old. I
know the rule of thumb is 1/2" if beam height for every foot of span, so
this beam is too small for the 14' span.
The problem is that I can't put in a taller beam because of other
clearances, so I will have to go to a different type of beam that will
still be 5-1/2" tall by 3-1/12" thick. I am considering an LVL
(laminated beam) - $100, steel Channel (8.5 lbs/ft.) - $230, but I
would like to keep the price down.
We are located in central Texas, so snow load is not a consideration. We
do get fairly high winds here, but nothing that has caused the overhang
to lift off or collapse.
I have not been able to find any information on sandwiching a thin piece
of steel between the 2x4's to stiffen it. Anyone have any experience
with this kind of beam? I figure that if the steel plate is kept flat it
should have pretty good resistance to bending.
Any thoughts would be greatly appreciated.
Thanks in advance.
Peace,
Pat
--
Pat Horne, Owner, Horne Systems
(512) 797-7501 Voice 5026 FM 2001
Pat at HorneSystemsTx.com Lockhart, TX 78644-4443
www.hornesystemstx.com
-- We support Habitat for Humanity - a hand UP, not a hand OUT --
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