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Cantilevered Retaining Wall <br />LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Trash Enclosure Wall ecc Ftg <br />Project File: Calcs.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <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 = 7119.49 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 =12.00 in <br />Hooked embedment length into footing for #5 bar specified in this stem design segment =6.39 in <br />As Provided =0.2325 in2/ft <br />As Required =0.0803 in2/ft <br />Page 6 of 10 <br />1128 W Highland St <br />3/27/2025