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Page 4 of 32 <br />Hilti PROFIS Engineering 3.0.85 <br />www.hilti.com <br />Company: <br />Address: <br />Phone I Fax: <br />Design: <br />Fastening point: <br />Page: 1 <br />Specifier: <br />E-Mail: <br />39451-2-H I LTI Date: 4/21 /2023 <br />Specifier's comments: <br />1 Input data <br />Anchor type and diameter: <br />HY 270 + threaded rod 5.8 1/4, HIT -SC 12x50� <br />, <br />Item number: <br />not available (element) / 2194247 HIT-HY 270 (adhesive) <br />/ 375979 HIT -SC 12x50 (sieve sleeve) <br />Effective embedment depth: <br />hef = 2.000 in. <br />Material: <br />5.8 <br />Evaluation Service Report: <br />ESR-4143 <br />Issued I Valid: <br />3/1/2021 1 1/1/2022 <br />Proof: <br />Design Method ASD Masonry <br />Stand-off installation: <br />eb = 0.000 in. (no stand-off); t = 0.250 in. <br />Anchor plate : <br />Ix x ly x t = 6.000 in. x 37.125 in. x 0.250 in.; (Recommended plate thickness: not calculated) <br />Profile: <br />no profile <br />Base material: <br />Hollow CMIJ, L x W x H: 16.000 in. x 8.000 in. x 8.000 in.; <br />Joints: vertical: 0.375 in.; horizontal: 0.375 in. <br />Base material temperature: 68 °F <br />Installation: <br />Face installation <br />Seismic loads <br />no <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROMS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan <br />0 <br />