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www.hilti.com <br />Hilti PROFIS Engineering 3.0.68 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2021 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />1 <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />ABS Consulting <br />300 Commerce, Suite 150 <br />714-734-2583 | <br />Leprino Tracy - HPR1/IC1 <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />T. Rich <br />trich@absconsulting.com <br />4/2/2021 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Heavy Hex Head ASTM F 1554 GR. 36 1 <br /> Item number: not available <br /> Effective embedment depth: hef = 12.000 in. <br /> Material: ASTM F 1554 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: - | - <br /> Proof: Design Method ACI 318-14 / CIP <br /> Stand-off installation: <br /> Profile: <br /> Base material: cracked concrete, 4000, fc' = 4,000 psi; h = 420.000 in. <br /> Reinforcement: tension: condition B, shear: condition B; <br /> edge reinforcement: none or < No. 4 bar <br /> Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) <br /> Shear load: yes (17.2.3.5.3 (c)) <br />Geometry [in.] & Loading [lb, in.lb]