Laserfiche WebLink
Cantilevered Retaining Wall <br />LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 <br />Project File: Wood Bridge Plaza.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />Rebar Lap & Embedment Lengths Information <br />Stem Design Segment: 2nd <br />Stem Design Height: 11.00 ft above top of footing <br />Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in <br />Development length for #5 bar specified in this stem design segment =16.43 in <br />________________________________________________________________________________________________________________________ <br />Stem Design Segment: Bottom <br />Stem Design Height: 0.00 ft above top of footing <br />Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in <br />Development length for #5 bar specified in this stem design segment =16.43 in <br />Hooked embedment length into footing for #5 bar specified in this stem design segment =7.87 in <br />As Provided =0.2325 in2/ft <br />As Required =0.1708 in2/ft <br />Page 13 <br />2130 E 4th St <br />2/11/2025