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888 N Main St - Soils Report
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888 N Main St - Soils Report
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6/23/2022 1:33:53 PM
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Soils Report
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888 N Main St
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65 of 234 <br />SIMPSON <br />Strong-Tie <br />Company: TT Date:8/7/2018Anchor DesignerTM Engineer: LJ Page: 4/4 <br />Software Project:888 N MAIN <br />Version 2.5.6582.0 a,IA'.SS: <br />Phone <br />E-mail <br />4.64 0.750 1.00 3500 5.00 5773 <br />Vag, = 4 (2)(Avc/A vco) 9'.c.V W.d, VIA,vyh.VVby (Sec. 17.31,17.5 2.1(c) & Eq. 17.5.2.lb) <br />Avc (inD A vco (in2)9'.c, V 9/.div 9%.v 9'h. V Vby Clb) 0 0Vc.. (lb) <br />352.50 112.50 1.000 1.000 1.400 1.000 5773 0.70 35455 <br />10. Concrete Prvout Strength of Anchor in Shear (Sec. 17.5.3) <br />*Vip - 41%pN.0 = Okcp<ANc / AN©4 4'*IN 44.N 4'cp N Nb (Sec. 17.3.1 & Eq. 17.5.3.la) <br />kip AN.(in2)ANco (inD Wed,N 9'c,N 4-'cp N N (It)) 0 *VIP (lb) <br />2.0 95.68 193.77 0.916 1.000 1.000 10052 0.70 6362 <br />11. Results <br />11. Interaction of Tensile and Shear Forces (Sec. D.7)? <br />Shear Factored Load, Vu. (lb)Design Strength, 0Vn (lb)Ratio Status <br />Steel 5432 5610 0.97 Pass (Governs) <br />T Concrete breakout y+4914 7366 0.67 Pass <br />11 Concrete breakout y-21666 35455 0.61 Pass <br />Pryout 4632 6362 0.73 Pass <br />3/4"0 Titen HD, hnom:6" (152mm) meets the selected design criteria. <br />12. Warninas <br />- Per designer input, the tensile component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br />factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension <br />need not be satisfied - designer to verify. <br />- Per designer input, ductility requirements for shear have been determined to be satisfied - designer to verify <br />- Designer must exercise own judgement to determine if this design is suitable. <br />- Refer to manufacturer's product literature for hole cleaning and installation instructions. <br />Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for piausibility <br />Simpson Strong-Tie Company Inc 5956 W Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.5609000 Fax: 925847 3871 www.strongtie.com <br />...............
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