canopy_1

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www.hilti.in Profis Anchor 2.6.0 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Company: Specifier: Address: Phone I Fax: E-Mail: Benchmark Consultants Mr. Vaibhav Amedabad | Page: Project: Sub-Project I Pos. No.: Date: 1 GSRTC Subhash Bridge 10/08/2015 Specifier's comments: Canopy Fixing application 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V (5.8) M20 Dynamic set or any suitable annular gap filling solution Effective embedment depth: h ef,act = 250 mm (h ef,limit = - mm) Material: 5.8 Evaluation Service Report: ETA 12/0084 Issued I Valid: 15/04/2015 | 15/04/2020 Proof: Design method SOFA design method + fib (07/2011) - after ETAG BOND testing Stand-off installation: e b = 0 mm (no stand-off); t = 16 mm Anchor plate: l x x l y x t = 600 mm x 350 mm x 16 mm; (Recommended plate thickness: not calculated Profile: no profile Base material: uncracked concrete, C20/25, f c = 20.00 N/mm 2 ; h = 450 mm, Temp. short/long: 40/24 °C Installation: hammer drilled hole, Installation condition: Dry Reinforcement: no reinforcement or reinforcement spacing >= 150 mm (any Ø) or >= 100 mm (Ø <= 10 mm) no longitudinal edge reinforcement Reinforcement to control splitting according to fib (07/2011), 16.1.5 present Geometry [mm] & Loading [kN, kNm]

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Connection design

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www.hilti.in Profis Anchor 2.6.0Input data and results must be checked for agreement with the existing conditions and for plausibility!PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, SchaanCompany:Specifier:Address:Phone I Fax:E-Mail:Benchmark ConsultantsMr. VaibhavAmedabad | Page:Project:Sub-Project I Pos. No.:Date: 1GSRTC Subhash Bridge10/08/2015 Specifier's comments: Canopy Fixing application1 Input dataAnchor type and diameter:HIT-HY 200 + HIT-V (5.8) M20Dynamic set or any suitable annular gap filling solutionEffective embedment depth:hef,act = 250 mm (hef,limit = - mm)Material:5.8Evaluation Service Report:ETA 12/0084Issued I Valid:15/04/2015 | 15/04/2020Proof:Design method SOFA design method + fib (07/2011) - after ETAG BOND testingStand-off installation:eb = 0 mm (no stand-off); t = 16 mmAnchor plate:lx x ly x t = 600 mm x 350 mm x 16 mm; (Recommended plate thickness: not calculatedProfile:no profileBase material: uncracked concrete, C20/25, fc = 20.00 N/mm2; h = 450 mm, Temp. short/long: 40/24 CInstallation:hammer drilled hole, Installation condition: DryReinforcement:no reinforcement or reinforcement spacing >= 150 mm (any ) or >= 100 mm (