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  1. S

    Slab on Grade

    Hi, I have a question regarding slab-on-grade capacity checks. According to ACI 360R – Design of Slabs on Ground (Table 4.2), the factor of safety for concentrated loads (such as rack post loads) is between 1.7 and 2.0. Does this mean I need to apply the factor of 1.7 only to dead loads and...

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