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www.hilti.com <br />Hilti PROFIS Engineering 3.0.88 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2023 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 />Motive Energy <br />17260 Newhope St <br />7149490669 | <br />Copy - Orangewood_42_ Piles - X-X Direction_RCIII <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />Elie Sayegh <br />ESayegh@motive-energy.com <br />11/10/2023 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: Hex Head ASTM F 1554 GR. 55 1 1/2 <br /> Item number: not available <br /> Additional plate or washer (17.6.2.1.3): dplate = 2.500 in., tplate = 0.250 in. <br /> Effective embedment depth: hef = 18.000 in., hef,17.6.2.1.3 = 0.000 in. <br /> Material: ASTM F 1554 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: - | - <br /> Proof: Design Method ACI 318-19 / CIP <br /> Stand-off installation: eb = 0.000 in. (no stand-off); t = 1.750 in. <br /> Anchor plateR : lx x ly x t = 28.000 in. x 18.000 in. x 1.750 in.; (Recommended plate thickness: not calculated) <br /> Profile: W shape (AISC), W16X77; (L x W x T x FT) = 16.500 in. x 10.300 in. x 0.455 in. x 0.760 in. <br /> Base material: cracked concrete, Custom, fc' = 4,500 psi; h = 120.000 in. <br /> Reinforcement: tension: present, shear: present; anchor reinforcement: tension, shear <br /> edge reinforcement: > No. 4 bar with stirrups <br /> Seismic loads (cat. C, D, E, or F) Tension load: yes (17.10.5.3 (d)) <br /> Shear load: yes (17.10.6.3 (c)) <br />R - The anchor calculation is based on a rigid anchor plate assumption. <br />Geometry [in.] & Loading [kip, ft.kip] <br />Page 18 <br />1901 N Fairview St & Bldg A, B, <br />C, F & 1919 N Fairview St Bldg E <br />4/11/2024