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Cantilevered Retaining Wall <br />LIC# : KW-06013871, Build:20.25.03.24 SHOP ENGINEERING (c) ENERCALC, LLC 1982-2025 <br />Project File: FISCHER FLORIA CELL SITE.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 = 15120.08 psi <br />Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) = 20.00 in <br />Development length for #4 bar specified in this stem design segment = 15.12 in <br />Hooked embedment length into footing for #4 bar specified in this stem design segment = 6.00 in <br />As Provided =0.3000 in2/ft <br />As Required =0.2219 in2/ft <br />Page 8 of 26 <br />Fisher Floral