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76 of 234 <br />SIMPSON <br />Strong-Tie <br />Company:Date:6/26/2018Anchor DesignerTM Engineer:Page: 4/4 <br />Software Project: <br />Version 2.5.6582.0 ,1,•IrSS: <br />Phone <br />E-mail <br />4.Cpg ('U, <br />325460 <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 46000 47239 0.97 Pass <br />Pryout 460000 325460 1.41 Fail (Governs) <br />FAIL! Selected anchor type and embedment do not meet the selected design criteria. <br />TT comment: OK because FRP bands wrap the column to both hold concrete back against pryout and <br />resist splitting from rods 'plowing' through concrete following supplemental reinf in ACI Chanel calcs) <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: 925.560.9000 Fax 925.847.3871 www.strongtie com