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Another Prestress Beam Question

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The existing precast concrete beams and double T's I am investigating has lifting hooks at the ends made from wire with 6 perimeter wires (spiralling around a center wire). Is this indicitive of the wire used in the member (cause that would be great)? If so, I can get an additional 10 psf of capacity for the 6 wire strands as oppose to the 4 wire strands that I currently have to assume.


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