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Cantilevered Retaining Wall <br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:NEW WALL 10 FT <br />Project File: santa ana portola.ec6 <br />Project Title: <br />Engineer: <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 = 19537.42 psi <br />Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =36.63 in <br />Development length for #5 bar specified in this stem design segment =36.63 in <br />Hooked embedment length into footing for #5 bar specified in this stem design segment =6.00 in <br />0.2325 in2/ft <br />0.2255 in2/ft <br />pg051