Title: +038=229.001-#####T_04- Kjemisk anker Hilti HIT-HY 200 - Produktdatablad.pdf
1,341,41 fck,cube = concrete compressive strength, measured on cubes with 150 mm side length1,481,55Influence of angle between load applied and the direction perpendicular to the free edge ≥ 90° 20° Angle ß0°10°30°40°50°60°70°80°fβ=( cosα V)21+  sinα V 5,2  211,011,051,131,241,401,641,972,322,50Influence of base material thickness h/c0,150,30,450,60,750,91,051,21,35 ≥ 1,5f h ={h/(1,5 ⋅ c)} 1/2 ≤ 10,320,450,550,630,710,770,840,890,951,00Influence of anchor spacing and edge distance a) for concrete edge resistance: f4 f4 = (c/hef)1,5 ⋅⋅⋅⋅ (1 + s / [3 ⋅⋅⋅⋅ c]) ⋅⋅⋅⋅ 0,5c/hefSingle anchor 0,35 0,65 1,00 1,40 1,84 2,32 2,83 3,38 3,95 4,56 5,20 5,86 6,55 7,26 8,00 8,76 9,55 10,35 11,18 12,03 12,90