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SW LINE A EPDXY CALC <br /> Anchor DesignerTm Company: Date: 10/18/2023 <br /> Engineer: Page: 215 <br /> `@ r O Software Project: <br /> Version 3.2.2309.2 Address: <br /> Phone: <br /> E-mail: <br /> -------------- <br /> Load and Geometry <br /> Load factor source:ACI 318 Section 5.3 <br /> Load combination:not set <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:No <br /> Ductility section for tension:17.2.3.4.2 not applicable <br /> Ductility section for shear:17.2.3.5.2 not applicable <br /> no factor:not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> N..pb]:1812 <br /> V�.�jlb]:0 From Page L23.2 <br /> Vuay[lb]:0 (2660##-1392#)/0.7=1812# <br /> <Figure 1> <br /> 1812 lb' <br /> Z <br /> s <br /> 6 <br /> i <br /> 4 4y <br /> k z,a Y <br /> qqpp 4Y�`1 14 i <br /> d4'.���{fir <br /> F ^tl `44 0 tb' <br /> @ Ib <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongbe.com <br />