Laserfiche WebLink
ra: y- <br />www.hiiti.us _ _ Profis Anchor 2.6.5 <br />Company: Page: 1 <br />Specifier: Project: <br />Address: Sub -Project I Pos. No.: <br />Phone I Fax: ( Date: 5/20/2016 <br />E-Mail: <br />Specifier's comments- <br />1 Input data <br />Anchor type and diameter: <br />3 M <br />Kwik Bolt TZ - CS 1/2 (3 1/4) �A <br />xssasvr, r. P=Fr t w ti <br />Effective embedment depth: <br />het = 3.250 in., h o,,, = 3.625 in. s "' <br />Material: <br />Carbon Steel <br />Evaluation Service Report: <br />ESR-1917 <br />Issued I Valid: <br />2/22/2016 1 5/1/2017 <br />Proof: <br />Design method ACI 318 / AC193 <br />Stand-off installation: <br />eb = 0.000 in. (no stand-off); t = 0.500 in. <br />Anchor plate: <br />Ix x lY x t = 4.000 in. x 8.000 in. x 0.500 in.: (Recommended plate thickness: not calculated <br />Profile: <br />S shape (AISC); (L x W x T x FT) = 3.000 in. x 2.330 in. x 0.170 in. x 0.260 in. <br />Base material: <br />cracked concrete, 4000, fc = 4000 psi; h = 420.000 in. <br />Reinforcement: <br />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) <br />no <br />Geometry [in.] & Loading [lb, in.lb] <br />ri <br />0 <br />a <br />Y -' <br />Input data and results must be checked for agreement with the existing conditions and for plausibility! <br />PROMS Anchor( c) 2003-2009 Hilt! AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />15 <br />