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SW LINE B EPDXY CALC <br /> ' • Anchor DesignerTM Company: Date. 10/18l2023 <br /> SoftwareEngineer: I Page: 2/5 <br /> Version 3.2.2309.2 Project. <br /> Address: <br /> Phone: <br /> E-mail: <br /> Load and Geometry <br /> Load factor source:ACl 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 /> M 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.[lb]:3411 <br /> vuax[lb]:0 From Page L2-3-2 <br /> vwy[lb]:0 (3700#-1313#)/0.7=3410# <br /> <Figure 1> <br /> 34111b` <br /> Z <br /> 4 IS <br /> .. <br /> 4 <br /> t'. <br /> �'�}t <br /> ` ' <br /> I tip + <br /> �x x� 0.lb. <br /> 0 lb <br /> ti s. <br /> S <br /> ._......... ............_........._...n.......__....--....-...............-......,............._............. ..-................::....-....._..r.................__-_...-.._........��..f...................... <br /> Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> 5impstn Str-,;ng-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Faac 925.847.3871 www.strongtie.00m <br />