Compute the required development length

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Reference no: EM131169120

The exterior balcony/canopy shown is to be constructed of lightweight concrete (f_ctnot specified). The bars are epoxy coated. The design-required tension steel As was 0.67 in.². Determine the required development length l_dfrom 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, f_y = 60,000 psi.

635_The Exterior Balcony.jpg

Reference no: EM131169120

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