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Company:Melqart Inc.Date:4/23/2024 <br />Engineer:Léa Rami Page:2/5 <br />Project:X Engineering <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designerâ„¢ <br />Software <br />Version 3.1.2303.1 <br />Load and Geometry <br />Load factor source: ACI 318 Section 5.3 <br />Load combination: U = 0.9D + 1.0E <br />Seismic design: Yes <br />Ductility section for tension: 17.10.5.2 not applicable <br />Ductility section for shear: 17.10.6.2 not applicable <br />Ω0 factor: 2.0 <br />Service level loads: <br />D E Strength level loads <br />Na [lb]: 284 0 256 <br />Vax [lb]: 0 0 0 <br />Vay [lb]: 0 150 300 <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 />P1.39 6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024