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SIMPSON Anchor Designer TM Company: Date: 11/16/2020 <br /> Engineer: Page: 2/5 <br /> Software Project: <br /> Version 2.9.7376.0 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:No <br /> Anchors subjected to sustained tension:Not applicable <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> Strength level loads: <br /> N.[Ib]:0 <br /> Vuux[lb]:0 <br /> Vuay[Ib]:6500 <br /> Mux[ft-Ib]:0 <br /> Muy[ft-Ib]:0 <br /> M.[ft-Ib]:0 <br /> <Figure 1> <br /> 0 lb <br /> a yxL� <br /> — - ya <br /> ”x ,c <br /> . sutrs ", o-3 v- rid, £.t: i r z4 - n <br /> . ` ,W ' . w <br /> a ''', v - a - v r4g, w A T,' w,. .n�X Y vu - G 5 ` U , <br /> kC <br /> "`:•Tan—„ _ <br /> 7 <br /> w 4.1,06500 lb <br /> '\''S <br /> f <br /> 016 r Oft-lb <br /> 0 ft-lb <br /> O, <br /> i <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />