Laserfiche WebLink
Company:Date:10/5/2022 <br />Engineer:Page:1/5 <br />Project: <br />Address: <br />Phone: <br />E-mail: <br />Anchor Designer™ <br />Software <br />Version 3.2.2311.2 <br />1.Project information <br />Project description: <br />Location: <br />Fastening description: <br />2. Input Data & Anchor Parameters <br />General <br />Design method:ACI 318-14 <br />Units: Imperial units <br />Anchor Information: <br />Anchor type: Cast-in-place <br />Material: F1554 Grade 36 <br />Diameter (inch): 0.375 <br />Effective Embedment depth, hef (inch): 7.000 <br />Anchor category: - <br />Anchor ductility: Yes <br />hmin (inch): 8.13 <br />Cmin (inch): 2.25 <br />Smin (inch): 2.25 <br />Base Material <br />Concrete: Normal-weight <br />Concrete thickness, h (inch): 12.00 <br />State: Cracked <br />Compressive strength, f’c (psi): 2500 <br />Ψc,V: 1.0 <br />Reinforcement condition: A tension, A shear <br />Supplemental edge reinforcement: Not applicable <br />Reinforcement provided at corners: No <br />Ignore concrete breakout in tension: No <br />Ignore concrete breakout in shear: No <br />Ignore 6do requirement: No <br />Build-up grout pad: No <br />Recommended Anchor <br />Anchor Name: Heavy Hex Bolt - 3/8"Ø Heavy Hex Bolt, F1554 Gr. 36 <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 />ADU 1123 Magnolia Ave. <br />Proj. No. 16113.00 09/30/24 <br />44 <br />1123 S Magnolia Ave <br />Unit# 22/19/2025