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Anchor Designer TM for Company: D.S. Engineering Date: 5/15/2024 <br /> Engineer: Don Shin PE,SE#28398 Page: 2/5 <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 N <br /> Load combination:U=1.2D+1.0E+1.OL+US <br /> Seismic design:Yes <br /> Anchors subjected to sustained tension:Not applicable <br /> Ductility section for tension:17.10.5.2 not applicable <br /> Ductility section for shear:17.10.6.2 not applicable <br /> Do factor:2.5 <br /> Apply entire shear load at front row: No M� <br /> Anchors only resisting wind and/or seismic loa es I <br /> Service level loads: <br /> D E L S Stren t /eve!loads <br /> T';x <br /> Na[lb]: 0 0 0 0 0 <br /> Vax[b]: 0 0 0 0 �tTJ� u/� tM <br /> VaY[lb]: 0 2050 0 0 512 <br /> Mx[ft-lb]: 0 0 0 0 <br /> My[ft-lb]: 0 0 0 0 0 <br /> M.[ft-lb]: 0 0 0 0 0 <br /> <Figure 1> <br /> A.4- <br /> C <br /> ........... <br /> �s. <br /> h x:„ <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 /> W im.pson Strong-lie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br /> �_T <br />