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SW LINE B EPDXY CALC <br /> • Anchor Designer TM Company: ©ate: 10/18/2023 <br /> Engineer: page: �$ <br /> Software <br /> Project: <br /> Version 3.2.2309.2 Address: <br /> Phone: <br /> E-mail: <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:17.2.3A.2 not applicable <br /> Ductility section for shear:17.2.3.5.2 not applicable <br /> Qo 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 /> Nua[Ibl:3411 <br /> Vuax[lb]:a Froin Page L2.3.2 <br /> Vuay[lb]:0 (3700#-1313#)/0.7=3410# <br /> <Figure 1> <br /> 341.i:*Ib: <br /> SS <br /> jl' <br /> � <br /> 01W <br /> i <br /> 4 <br /> z <br /> 9 <br /> ............... ..._...._....._....................:..:..::..... ... ...._..................._................... <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.strongtie.00m <br />.................... <br />