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Engineering · Civil Engineering
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Please help with this civil engineering problem! I promise I'll rate your answer!

Problem2 The loads on a concrete slab with thickness t-4 in. are: Self-Weight (Unit weight of concrete is y 150 lb/ft3) Dead load: DL = 501b/ft2 Live load: LL 150lb/ft2 Considering two load cases, 1) 1.2DL+1.6LL 2) 1.4DL What is the maximum load the slab should be designed for, in Ib/ft*7

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