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 proportional to each diameter
(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 proportional to each diameter
(5) Values valid for temperature 24°C on the long term and up to 40° on the short term. For higher temperatures see the certification ETA
(6) Value of pure shear with distance from the edge C ≥ 10xhnom
(7) Seismic resistances include the factors αeq = 0,85 (single anchor under tension in the case of concrete cone failure)
(8) Seismic C2 tension resistances refer to threaded rods min class 8.8 for carbon steel or 70 for stainless steel
(9) For all other conditions and more detailed information please refer to Technical Sheet and ETA certifications