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SIMPSON Anchor DesignerTM Company: City of Everett Date: 4/20/2020 <br /> Engineer: Randy Loveless,P.E. Page: 2/6 <br /> Seri le Software Project: Water Main Repair-WSDOT Bridge 5/645W <br /> Version 2.9.7376.1 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: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 /> Do factor:not set <br /> Apply entire shear load at front row:No <br /> Anchors only resisting wind and/or seismic loads:No <br /> Strength level loads: L t-'(4 <br /> . 7,.....-- <br /> Vuax[lb]:2000 <br /> Vuay[lb]:500 <br /> M.[ft-lb]:0 <br /> Muy[ft-lb]:0 <br /> Mu:[ft-lb]:0 <br /> <Figure 1> <br /> 1jTIII) <br /> i <br /> N <br /> it-lb <br /> , 500 lb <br /> ti <br /> 0 ft-lb <br /> 200' ;. <br /> 0 ft-Ib o <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.com <br />