Question
* Minimum thickness of slab Exterior Bay → t= L/24 = 15x12/24 = 7.5 in Interior Bay → t= 1/28 = 8.5x12/28= 3.6 in d=h-cover-0.5 (diam) = 7.5-0.75 -0.25 = 6.5" Weight & slab = (7.5/12) x 150 pcf = 93.75 psf Total Dead load = 93.75 + 70 163.75 psf * 15 * fo 8.5 8.5 Factored load: Wu= 1₁2DL + 1.6LL = 1.2 (163.75) + 1.6 (1
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