Title: +038=229.001-#####T_04- Kjemisk anker Hilti HIT-HY 200 - Produktdatablad.pdf
C 20/25 C 25/30 C 30/37 C 35/45 C 40/50 C 45/55 C 50/60fB = a)(fck,cube/25N/mm²)0,5 a)11,11,221,341,41 fck,cube = concrete compressive strength, measured on cubes with 150 mm side length1,481,55Influence of edge distance a) c/ccr,Nc/ccr,sp0,10,20,30,40,50,60,70,80,91f1,N = 0,7 + 0,3⋅c/ccr,N ≤ 1 f1,sp = 0,7 + 0,3⋅c/ccr,sp ≤ 10,730,760,790,820,850,880,910,940,971f2,N = 0,5⋅(1 + c/ccr,N) ≤ 1 f2,sp = 0,5⋅(1 + c/ccr,sp) ≤ 1 a) The edge distance shall not be smaller than the minimum edge distance cmin. These influencing factors must0,550,600,650,700,750,800,850,900,951be considered for every edge distance smaller than the critical edge distance.09 / 2012519Influence of anchor spacing a) s/scr,N s/scr,sp0,10,20,30,40,50,60,70,80,91f3,N = 0,5⋅(1 + s/scr,N) ≤ 1 f3,sp = 0,5⋅(1 + s/scr,sp) ≤ 1 a) The anchor spacing shall not be smaller than the minimum anchor spacing smin. This influencing factor must be