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3003 W CASINO RD 2018 BLDG 40-58 2026-01-02
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3003 W CASINO RD 2018 BLDG 40-58 2026-01-02
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Last modified
1/2/2026 1:50:10 PM
Creation date
1/2/2026 1:49:22 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-58
Year
2018
Imported From Microfiche
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t III <br /> www.hilti.us Profis Anchor 2.7.5 <br /> Company: Page: 6 <br /> Specifier: Ryan L Pope Project: Boeing 777x AC2 <br /> Address: 613 Heritage Road Sub-Project I Pos.No.: Catwalk Modification <br /> Phone I Fax: 864-313-3642 j Date: 6121/2018 <br /> E-Mail: rpope@sse-eng.com <br /> 5 Combined tension and shear loads <br /> GIN Rv C Utilization QN.v I%) Status <br /> RR 0.858 0.225 5/3 86 OK <br /> Rf — N+FV<= 1 <br /> 6 Warnings <br /> • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations(STAG 001/Annex C,EOTA TR029,etc.).This <br /> means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be <br /> sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Anchor calculates the minimum required anchor plate <br /> thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid base plate assumption <br /> is valid is not carried out by PROFIS Anchor.Input data and results must be checked for agreement with the existing conditions and for <br /> plausibility! <br /> • Condition A applies when supplementary reinforcement is used.The(D factor is increased for non-steel Design Strengths except Pullout Strength <br /> and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to <br /> your local standard. <br /> • Design Strengths of adhesive anchor systems are influenced by the cleaning method.Refer to the INSTRUCTIONS FOR USE given in the <br /> Evaluation Service Report for cleaning and installation instructions <br /> • The ACI 318-08 version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. <br /> • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! <br /> Fastening meets the design criteria! <br /> Input data and results must be checked for agreement with the existing conditions and for plausibiI4! <br /> PROFIS Anchor(c)2003-2009 Hilii AG,FL-9494 Schaan H4ti is a registered Trademark of Hilt!AG,Schaan <br />
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