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Sheet Al of A2 <br /> Date:3/14/2019 <br /> 1 Anchor Bolt Forces <br /> V = 0* [See tank calculations sheet S-10] <br /> T= 5,710# [See tank calculations sheet S-10] <br /> Use a Diameter HAS threaded rod with HIL TI' HIT-HY 150 MAX-SD adhesive and 8" <br /> embedment <br /> Parameters: <br /> Force per ICC ESR-3013 (stainless steel, with special inspection) <br /> ACI 318-08,Appendix D, 9"edge distance, 12" min concrete thickness, f*c = 2500 psi, <br /> cracked (seismic) <br /> See calculation sheet A-3 for anchorage calculation <br /> 0.75dVn = 0.75 * 8,391 lbs. = 6,293 lbs. (Concrete breakout per Profis Anchor Program) <br /> Check ductile yielding of clip plate <br /> = * Z = F�� bd z = 36,0004 0.625 Z <br /> Mn = Mp Fy 4 <br /> = 3,516 lbs-in/in <br /> Mc = Mn/!= 3,516/ 1.67 = 2,105 lbs-in/in (Allowable Stress Design) <br /> Mc = Vc*L2 ---►Vc _ Mc* platewidth = 2,105 *4" = 5,614 lbs <br /> platewidth L2 1.5" <br /> Therefore, j" thick X 4"wide clip plate can resist a 5,614 Ib. lateral load at ductile yielding. <br /> 5,614 lbs < 6,293 lbs ---► Attachment will undergo ductile yielding perACI 318 <br /> §D.3.3.5 prior to concrete edge failure. <br /> ANCHOR BOLTS: <br /> j diameter HAS threaded rod (Type 304/316 stainless) with HILTI' HIT HY <br /> 190 MAX-SD adhesive and 9" embedment into concrete (12" minimum <br /> concrete thickness). Install per ICC ESR-3013. <br />