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How Can Force in "All Thread" be Determi

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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.


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

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