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7431 EVERGREEN WAY TACO BELL 2023-08-01
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7431 EVERGREEN WAY TACO BELL 2023-08-01
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Last modified
8/1/2023 1:52:33 PM
Creation date
7/27/2023 9:08:07 AM
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Address Document
Street Name
EVERGREEN WAY
Street Number
7431
Tenant Name
TACO BELL
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1 . 11 RIGHT <br /> Hilti PROFIS Engineering 3.0.77 Epm g i n e@ r s <br /> www.hilti.com <br /> Company: Page: 14 <br /> Address: Specifier: <br /> Phone I Fax: E-Mail: <br /> Design: Date: 5/9/2022 <br /> Fastening point: <br /> Results <br /> Load combination Fp[psi] Q[psi] Utilization[%] Status <br /> Equation(16-4a) 3,315 177 6 OK <br /> 2.6 Symbol explanation <br /> Al Loaded area of concrete <br /> A2 Supporting area <br /> d Nominal diameter of the bolt <br /> Cilm Limit plastic strain <br /> EPI Plastic strain from CBFEM results <br /> fc Concrete compressive strength <br /> fc, Concrete compressive strength <br /> F„ Specified minimum tensile strength of the connected material <br /> Fp Concrete block design bearing strength <br /> fp,max Concrete block design bearing strength maximum <br /> fy Yield strength <br /> Ic Clear distance,in the direction of the force,between the edge of the hole and the edge of the adjacent hole or edge of <br /> the material <br /> N Resulting compression force <br /> 6 Average stress in concrete <br /> 6Ed Equivalent stress <br /> (D Resistance factor <br /> (DRn Factored resistance <br /> t Thickness of the anchor plate <br /> V Resultant of shear forces Vy,Vz in bolt. <br /> 2.7 Warnings <br /> • By using the CBFEM calculation functionality of PROFIS Engineering you may act outside the applicable design codes and your specified <br /> anchor plate may not behave rigid.Please,validate the results with a professional designer and/or structural engineer to ensure suitability and <br /> adequacy for your specific jurisdiction and project requirements. <br /> • The anchor is modeled considering stiffness values determined from load displacement curves tested in an independent laboratory.Please <br /> note that no simple replacement of the anchor is possible as the anchor stiffness has a major impact on the load distribution results. <br /> Input data and results must be checked for conformity with the existing conditions and for plausibility! <br /> PROFIS Engineering(c)2003-2022 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br /> TACO BELL SC1230102-161 Cis <br /> PROJECT: No: SHEET: <br />
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