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Masonry Shear Wall <br />LIC# : KW-06019549, Build:20.25.04.16 SHEHZAD KHALIQ STRUCTURAL ENGINEER (c) ENERCALC, LLC 1982-2025 <br />DESCRIPTION:--None-- <br />Project File: santa ana portola.ec6 <br />Project Title: <br />Engineer: <br />Code References <br />General Information <br />ksi pcfFy - Rebar 60.0 <br />ksi <br />Phi - Shear 0.80 <br />Em <br />150.0 <br />ksi <br />Wall Material MASONRY <br />10.0 <br />1.0 <br />R: Resp. Mod Factor <br />Ie: Seismic Import. Factor <br />Total Wall Height <br />Base Wall Length <br />8.0 Concrete Density <br />Fy - HJR 70.0 <br />3,120.0 <br />Block Class <br />Min. Bending As %0.00180 <br />Phi : Axial & Flexure 0.90 <br />ksi <br />ft <br />ft <br />Wall Data <br />Analysis Height <br />Wall Offset <br />Wall Length <br />Effective Length 'd' <br />Nominal Block Thickness <br />10.0 <br />Bottom <br />116.0 <br />8 <br />( datum ) <br />0.00 ft <br />ft <br />ft <br />in <br />in <br /># Chord Cells @ Each End <br />Reinforcing in Field of Wall <br />Vertical Bar Size # <br />Vertical Bar Spacing <br />Horiz. joint reinf. area (HJR) <br />HJR Spacing <br />Bond beam reinf. area <br />Spacing of bond beams <br />In each chord cell: <br />Vertical rebar size # <br />1.0 <br />5 <br />16 <br />.21 <br />24 <br />0.4 <br />24 <br />4 <br />in <br />in <br />in <br />in <br />Solid GroutedSolid Grout? <br />in <br />pg061