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Company:Melqart Inc.Date:4/23/2024 <br />Engineer:Léa Rami Page:5/5 <br />Project:X Engineering <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.1.2303.1 <br />8. Steel Strength of Anchor in Shear (Sec. 17.7.1) <br />Vsa (lb)grout grout Vsa (lb) <br />2419 1.0 0.60 1451 <br />11. Results <br />Interaction of Tensile and Shear Forces (Sec. 17.8) <br />Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status <br />Steel 256 13085 0.02 Pass <br />Pullout 256 936 0.27 Pass (Governs) <br />Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status <br />Steel 300 1451 0.21 Pass (Governs) <br />Interaction check Nua/Nn Vua/Vn Combined Ratio Permissible Status <br />Sec. 17.8.1 0.27 0.00 27.4% 1.0 Pass <br />1/2"Ø Titen HD, hnom:3" (76mm) meets the selected design criteria. <br />12. Warnings <br />- Determination of concrete breakout strengths in tension and shear, side-face-blowout strength, and pryout strength is not required for anchors <br />installed in the soffit of concrete over metal deck. Refer to ICC-ES ESR code report. <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 17.10.5.2 for tension <br />need not be satisfied – designer to verify. <br />- Per designer input, the shear component of the strength-level earthquake force applied to anchors does not exceed 20 percent of the total <br />factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.10.6.2 for shear need <br />not 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 plausibility. <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 <br />P1.42 6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024