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IMIM137*13Anchor Designer T"" for Company: D.S. Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 Page: 2/4 <br /> . , Concrete Software Project: <br /> Version 3.3.2404.1 Address: 2333 Seaway Blvd,Everett,WA 98203 <br /> Phone: <br /> E-mail: <br /> Load and Geometry <br /> Load factor source.ACI 318 Section 5.3 <br /> Load combination:U=1.2D+1.OW+1.01-+0.5(Lr or S or R) <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 /> Service level loads: <br /> D W L Lr/S/R Strength level loads <br /> Na[lb]: 0 0 0 0 <br /> Vax[lb]: 0 �� 0 0 <br /> Vay[lb]: 0 2150 0 0 2150 <br /> Mx[ft-14 0 0 0 0 <br /> My[ft-Ib]: 0 0 0 0 <br /> w[ft-Ib]: 0 0 0 <br /> <Figure 1> <br /> t>tT <br /> y' <br /> 1 _ <br /> Tr �- <br /> 61 <br /> ............................................................................................... .............................. ............................................................ ..................................................-................................................................................................................................ .............. ............................... <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 S''ong-"f'ia Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:926.560.9000 Fax:925.847.3871 www.strongtie.com <br />