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# RE: How Can Force in "All Thread" be Determi

• To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
• Subject: RE: How Can Force in "All Thread" be Determi
• From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
• Date: Tue, 9 Oct 2001 16:56:58 -0800

```Roger:

If homebuilder Hank is going to tension the beam with a tire iron and
framing hammer I think you could measure the elastic shortening of the wood
beam and then from strain compatability you could figure the force in the
rod.  The problem is wood creeps and shrinks and  the rod relaxes and how is
this accounted for?

For a reinforced beam I would calculate the transformed section and check
the allowable stresses in the wood and rod, but how do you calculate the
allowable load or strength on a post-tensioned wood beam?

Scott M Haan P.E.
Plan Review Engineer
Building Safety Division
Development Services Department
Municipality of Anchorage
http://www.muni.org/building
phone:907-343-8183
fax:907-249-7399
mailto:haansm(--nospam--at)ci.anchorage.ak.us

-----Original Message-----
From: bob.ross(--nospam--at)wgint.com [mailto:bob.ross(--nospam--at)wgint.com]
Sent: Tuesday, October 09, 2001 4:34 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: How Can Force in "All Thread" be Determi

Extend the rods extra long beyond theit cut off location. Place the nuts
with washers outside the members and between the jack and member. Use a
hollow core hydraulic calibrated jack. Read the pressure. Convert to tension

-----Original Message-----
From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com]
Sent: Tuesday, October 09, 2001 3:42 PM
To: SEAOC Listservice
Subject: How Can Force in "All Thread" be Determi

I have a project reinforcing glue-laminated beams in an existing wood
panelized roof of an industrial building and have specified using
prestressing strands to do the reinforcing.  The contractor wants to use
"all thread," however, I cannot think of a way to measure the force in the
"all thread" as it is being tightened.  The situation is such that the force
in the "all thread" *has* to be measurable as the roof has a combination of
simple span, single cantilever and double cantilever GLBs.

TIA

A. Roger Turk, P.E.(Structural)
Tucson, Arizona

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