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SIMPSON Anchor DesignerTM Company: Date: 8/5/2021 <br /> Engineer: Page: 2/5 <br /> S,,r�,r,,,,,,,-rns_ Software Project: SDA#9684A <br /> """`"a"�-iJIC Version 3.0.7947.1 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:Not applicable <br /> Ductility section for tension: 17.2.3.4.3(a)(iii)-(vi)is satisfied <br /> Ductility section for shear: 17.2.3.5.3(a)is satisfied <br /> Do 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]:0 <br /> Vuax[lb]:0 <br /> Vuay[Pb]:5420 <br /> K.[ft-lb]:0 <br /> Muy[ft-lb]:0 <br /> Ma[ft-lb]:0 <br /> <Figure 1> <br /> 0 lb <br /> O ft-lb • <br /> • <br /> • <br /> 111 <br /> Z <br /> di <br /> 111 <br /> ■ <br /> O ft-lb <br /> X AZ/ t .4 I I I I I I, I I I I I I I 111 I I 114i1 I I I I I I I I I 1 1 I 111 <br /> Oft-Ib <br /> 0 lb <br /> - Y <br /> 5420 lb <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 />