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• <br /> SIMPSON Anchor DesignerT"" Date: 4/5/2021 <br /> Company: <br /> Engineer: Basil T Kattula Page: + <br /> S •onoT e' Software Project: Fast Signs Everett WA <br /> Version 2.9.7376.8 Address: <br /> e <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(d)is satisfied <br /> Ductility section for shear:17.2.3.5.3(c)is satisfied <br /> no factor:not set <br /> Apply entire shear load at front row:Yes <br /> Anchors only resisting wind and/or seismic loads:Yes <br /> Strength level loads: <br /> N.[lb]:3390 <br /> Vuax[lb]:1127 <br /> Vuay[lb]:0 <br /> Mix[ft-lb]:0 <br /> Muy[ft-lb]:0 <br /> M.[ft-lb]:0 <br /> <Figure 1> <br /> 3390 lb <br /> x <br /> q <br /> 0 lb <br /> 1127`t. eh §i <br /> k � c A 0 ft-lb <br /> Q <br /> 0 ft-lb <br /> Input data and results must bes checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> Simpson Strong-Te Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 wwwstrongtie.com <br /> 5 lg <br />