Laserfiche WebLink
www.hilti.us Profis Anchor 2.8.7 <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />Company: <br />Specifier: <br />Address: <br />Phone I Fax: <br />E-Mail: <br />ABS Consulting <br />T. Rich <br /> | <br />Page: <br />Project: <br />Sub-Project I Pos. No.: <br />Date: <br /> <br />1 <br />Leprino Foods Tracy <br />10/7/2020 <br /> <br /> Specifier's comments: 1/2" KB-TZ Anchor <br />1 Input data <br />Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (3 1/4) <br />Return period (service life in years): 50 <br />Effective embedment depth: hef,act = 3.250 in., hnom = 3.625 in. <br />Material: Carbon Steel <br />Evaluation Service Report: ESR-1917 <br />Issued I Valid: 5/1/2019 | 5/1/2021 <br />Proof: Design method ACI 318-14 / Mech. <br />Stand-off installation: - (Recommended plate thickness: not calculated) <br />Profile: <br />Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 8.000 in. <br />Installation: hammer drilled hole, Installation condition: Dry <br />Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present <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 /> <br /> R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [lb, in.lb]