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Q: Effect of Jacking on Concrete Beam

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Just want to make sure I'm thinking straight on this one.

We've got a beam to repair where someone interposed a masonry wall about a
third of the way along the span. The beam "rested" on the wall. The
resulting shear helped to crack the beam web in a classic horizontal
tension-field manner.

Anyway, prior to repairing I want to jack up the beam at a single point, so
that the repair will see at least some DL shear effect after it is in place
and jacking force released. (I admit maybe I'm on the wrong track here so
comment if you are so inclined).

In determining the shear values for the jacking , versus the "unjacked"
state, what load factors are appropriate to use? I'm inclined at first blush
to apply the factor for live load in a particular combination equation, but
upon further reflection this seems excessive since the load is being applied
in a deliberate, controlled manner. In fact, I'm inclined to consider a load
factor of 1.0, similar to the effect of post-tensioning when analyzed as a
load condition in a combination equation.

Any thoughts?

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