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2300 MERRILL CREEK PKY ZAP ENERGY 2025-11-04
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2300 MERRILL CREEK PKY ZAP ENERGY 2025-11-04
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Last modified
11/4/2025 11:54:35 AM
Creation date
10/17/2025 2:35:03 PM
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Address Document
Street Name
MERRILL CREEK PKY
Street Number
2300
Tenant Name
ZAP ENERGY
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Hilti PROMS Engineering 3.0.83 <br /> POST-INSTALLED ANCHORAGE AT <br /> www.hilti.com STAIR POST BASE PLATE <br /> Company: Page: 1 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: HSS Column Base Date: 2/16/2023 <br /> Fastening point: <br /> Specifier's comments: <br /> 1 Input data <br /> Anchor type and diameter: Hex Head ASTM F 1554 GR.36 1/2 <br /> Item number: not available <br /> Effective embedment depth: hef=7.000 in. <br /> Material: ASTM F 1554 <br /> Evaluation Service Report: Hilti Technical Data <br /> Issued I Valid: -I- <br /> Proof: Design Method ACI 318-19/CIP <br /> Stand-off installation: without clamping(anchor);restraint level(anchor plate):2.00;et,=1.000 in.;t=0.500 in. <br /> Hilti Grout:CB-G EG,epoxy,fo.Grout=14,939 psi <br /> Anchor platen: Ix x ly x t=9.000 in.x 9.000 in.x 0.500 in.;(Recommended plate thickness:not calculated) <br /> Profile: Square HSS(AISC),HSS4X4X.25;(L x W x T)=4.000 in.x 4.000 in.x 0.250 in. <br /> Base material: cracked concrete,4000,fc'=4,000 psi;h=12.000 in. <br /> Reinforcement: tension:not present,shear:not present; <br /> edge reinforcement:none or<No.4 bar <br /> R-The anchor calculation is based on a rigid anchor plate assumption. <br /> Geometry[in.]&Loading[kip,ft.kip] <br /> p' <br /> jT <br /> ' 3 _ a - 9-I <br /> 4 <br /> S 2 <br /> 6 <br /> i <br /> 4 <br /> z <br /> Y ` <br /> X <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(o)2003-2023 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> Page 17 1 <br />
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