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www.hilti.com <br />Hilti PROFIS Engineering 3.1.14 <br />Input data and results must be checked for conformity with the existing conditions and for plausibility! <br />PROFIS Engineering ( c ) 2003-2025 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 /> | <br />DLX8 Transformer ANCHORAGE <br />Page: <br />Specifier: <br />E-Mail: <br />Date: <br />1 <br />4/15/2025 <br />Specifier's comments: <br />1 Input data <br /> Anchor type and diameter: HIT-RE 500 V3 + HAS-V-36 (ASTM F1554 Gr.36) 5/8 <br /> Item number: 2198026 HAS-V-36 5/8"x10" (element) / 2123401 HIT-RE <br /> 500 V3 (adhesive) <br /> Specification text: Hilti Æ 5/8 in HIT-RE 500 V3 + HAS-V-36 <br /> (ASTM F1554 Gr.36) with 9 in nominal <br /> embedment depth per ICC-ES ESR-3814 , <br /> Hammer drill bit installation per MPII, <br /> Effective embedment depth: hef,act = 9.000 in. (hef,limit = - in.) <br /> Material: ASTM F1554 Grade 36 <br /> Evaluation Service Report: ESR-3814 <br /> Issued I Valid: 3/1/2023 | 1/1/2025 <br /> Proof: Design Method ACI 318-19 / Chem <br /> Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-19 Fig. R.17.7.2.1b) <br /> Stand-off installation: <br /> Profile: <br /> Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 18.000 in., Temp. short/long: 32/32 °F <br /> Installation: Hammer drilled hole, Installation condition: Dry <br /> Reinforcement: tension: not present, shear: not present; 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 (17.10.5.3 (d)) <br /> Shear load: yes (17.10.6.3 (c)) <br />S-36