Steel failure (with lever arm)* N/A N/A N/A N/AĬoncrete edge failure in direction ** N/A N/A N/A N/A N0Rk,c gM,c NRd,c NSd 53.560 1.500 126.162 126.000Ĥ Shear load (EOTA TR 029, Section 5.2.3) Load Capacity Utilization bbbbV Status Steel Strength (without lever arm)* N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) concrete compressive stress: - resulting tension force in (x/y)=(0/0): 126.000 resulting compression force in (x/y)=(0/0): 0.000 ģ Tension load (EOTA TR 029, Section 5.2.2) Load Capacity Utilization bbbbN Status Steel Strength* 31.500 36.667 86 OKĬombined pullout-concrete cone failure** 126.000 144.765 88 OKĬoncrete Breakout Strength** 126.000 126.162 100 OK Reinforcement: no reinforcement or reinforcement spacing >= 150 mm (any ) or >= 100 mm (Ģ Load case/Resulting anchor forcesLoad case 1 (2.00permanent load + 2.00variable load)Load case 2 (1.0permanent load + 2.00variable load)Load case 3 (2.00permanent load)Īnchor reactions Tension force: (+Tension, -Compression)Īnchor Tension force Shear force Shear force x Shear force y1 31.500 0.000 0.000 0.0002 31.500 0.000 0.000 0.0003 31.500 0.000 0.000 0.0004 31.500 0.000 0.000 0.000 short/long: 40/24 CInstallation: hammer drilled hole, installation condition: dry Stand-off installation: eb = 0 mm (no stand-off) t = 13 mmĪnchor plate: lx x ly x t = 350 mm x 450 mm x 13 mm (Recommended plate thickness: not calculated)īase material: uncracked concrete, C20/25, fcc = 25.00 N/mm2 h = 350 mm, Temp. Proof: design method ETAG BOND (EOTA TR 029) No.:Date:ġ Input dataAnchor type and diameter: HIT-HY 200-R + HIT-Z M12Įffective embedment depth: hef,opti = 104 mm (hef,limit = 144 mm) 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, SchaanĬompany:Specifier:Address:Phone I Fax:E-Mail:ĩ123 xxxx | Z012 (HKID first 4 digits)
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