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Reaction Load

Reaction Load

Reaction Load

(OP)
I have a shear and moment load at the base plate of high mast light pole supported by a drilled caisson. The moment reaction is in "in-kips".

Do I just divide that by 12 to get foot-kips? I am not familiar with this nomenclature. The end result is a comparison of broms method maximum positive moment in a cohesionless soil vs. the design moment x FS 2.0 Thanks and cheers.

RE: Reaction Load

Correct, 12 in-kip = 1 ft-kip.

RE: Reaction Load

(OP)
Thanks.

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