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  1. calil

    Whl. loads on exist. slab on grade

    I am checking an exist. 6" slab on grade (f'c=3000 psi)that was designed in the late 1960's. It was supposed to be designed for 10k fork lift wheel loads, however when I use the ACI-360 code and the PCA wheel load charts I am coming up w/ a 7-8 inch required slab. I have also tried the WRI and...

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