Calculate the Maximum load of a one way slab using ACI 318-19 code with Span = 12ft = (144in), fy (Yield Stress) = 60ksi, fc’(Concrete compressive strength) = 4ksi, Thickness (h) = 7.2in, Live Load = 250psf, Dead Load = 96psf.
Calculate the Maximum load of a one way slab using ACI 318-19 code with Span = 12ft = (144in), fy (Yield Stress) = 60ksi, fc’(Concrete compressive strength) = 4ksi, Thickness (h) = 7.2in, Live Load = 250psf, Dead Load = 96psf.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the Maximum load of a one way slab using ACI 318-19 code with Span = 12ft = (144in), fy (Yield Stress) = 60ksi, fc’(Concrete compressive strength) = 4ksi, Thickness (h) = 7.2in, Live Load = 250psf, Dead Load = 96psf.
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