Laserfiche WebLink
Company:Melqart Inc.Date:4/23/2024 <br />Engineer:Léa Rami Page:4/5 <br />Project:X Engineering <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.1.2303.1 <br />3. Resulting Anchor Forces <br />Anchor Tension load, <br />Nua (lb) <br />Shear load x, <br />Vuax (lb) <br />Shear load y, <br />Vuay (lb) <br />Shear load combined, <br />√(Vuax)²+(Vuay)² (lb) <br />1 256.0 0.0 300.0 300.0 <br />Sum 256.0 0.0 300.0 300.0 <br />Maximum concrete compression strain (‰): 0.00 <br />Maximum concrete compression stress (psi): 0 <br />Resultant tension force (lb): 0 <br />Resultant compression force (lb): 0 <br />Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 <br />Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 <br />Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 <br />Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 <br />4. Steel Strength of Anchor in Tension (Sec. 17.6.1) <br />Nsa (lb)Nsa (lb) <br />20130 0.65 13085 <br />6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) <br />0.75 Npn =0.75 c,P aNp(f’c /3,000)n (Sec. 17.5.1.2, Eq. 17.6.3.1 & Code Report) <br />c,P a Np (lb)f’c (psi)n 0.75 Npn (lb) <br />1.0 1.00 1662 4000 0.50 0.65 936 <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 />P1.41 6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024