Notes to the load charts of threaded rods on concrete:

1kN ≈ 100 kgf

(1) Single anchor without influence from anchor spacing and edge distances in concrete C20/25
(2) Design Method acc. to EN 1992-4:2018 (γc= 1,5; ψsus= 1)
(3) The design loads Nrd and Vrd derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors ym
(4) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(5) Values for cracked concrete are valid for 50 years working life, for 100 years please refer to Technical Sheet or ETA certificate
(6) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(7) M27 and M30 stainless steel threaded rods class A4 50
(8) Value of pure shear with distance from the edge C ≥ 10xhnom
(9) Seismic resistances include the factors αeq = 0,85 (single anchor under tension in the case of concrete cone failure)

(10) Seismic C2 tension resistances refer to threaded rods min class 8.8 for carbon steel and 70 for stainless steel
(11) Diamond coring covered by certification only on uncracked concrete
(12) For all other conditions and more detailed information please refer to Technical Sheet and ETA certifications