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  1. JonnyFive

    AASHTO 5.14.5.3 - Effect of hogging/sagging moments on shear check

    Hi, When you use AASHTO equation 5.14.5.3 which pertains to design for shear in slabs of box culverts - if you are checking the critical shear and it is at the location of a hogging moment (ie positive moment), you get an enhanced shear capacity? Convesrly, checking shear at midpsan of the...

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