Compute the required development length

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The exterior balcony/canopy shown is to be constructed of lightweight concrete (fct not specified). The bars are epoxy coated. The design-required tension steel As was 0.67 in.2. Determine the required development length lfrom the point of maximum stress in the bars. Specify the minimum required side cover. Shrinkage and temperature steel is not shown. f′ c = 4000 psi, fy = 60,000 psi.

635_The Exterior Balcony.jpg

Reference no: EM131169120

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