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Cantilevered Retaining Wall <br />LIC# : KW-06014996, Build:20.24.05.02 Gerry Adriano (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:8 ft high wall_L Type Ftg <br />Project File: Bristol_better buzz.ec6 <br />Project Title:Better Buzz_Bristol <br />Engineer: <br />Project ID: <br />Project Descr:Retaining Wall <br />Rebar Lap & Embedment Lengths Information <br />Stem Design Segment: Bottom <br />Stem Design Height: 0.00 ft above top of footing <br />Calculated Rebar Stress, fs = 10349.06 psi <br />Lap Splice length for #5 bar specified in this stem design segment (25.4.2.3a) =25.00 in <br />Development length for #5 bar specified in this stem design segment =12.94 in <br />Hooked embedment length into footing for #5 bar specified in this stem design segment =6.00 in <br />As Provided =0.2325 in2/ft <br />As Required =0.1184 in2/ft