CELO main catalog Page 180
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Chemical fastening systems Fastening injection system ResiFIX VY ECO SF Fastening in concrete Permissible loads Fper in [kN] in non-cracked concrete C20/25 (Option 7) and cracked concrete C20/25 (Option 1) without influence of spacing and edge distance, installation parameWHUVDQGXQLWGLPHQVLRQV7RWDOVDIHW\IDFWRUVDVSHU(7$*LQFOXGHG ƍMDQGƍF). Design according to TR029. See ETA assessment for design and calculations. Anchor studs RESI AST, VA AST M8 M10 M12 M16 M20 Drill hole Ø d0 [mm] Anchorage depth hef,min / hef,stand / hef,max [mm] 10 12 14 18 24 M24 28 60 / 80 / 160 60 / 90 / 200 70 / 110 / 240 80 / 125 / 320 90 / 170 / 400 96 / 210 / 480 Permissible tension load 1) 2) (24 ° / 40 °) 3) in non-cracked concrete (dry or wet) Zinc plated 5.8 Nper [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪ ̪̪ ̪̪̪̪ Stainless steel A4 Nper [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪ ̪̪ ̪̪̪̪ Permissible tension load 1) 2) (24 ° / 40 °) 3) in cracked concrete (dry or wet) Zinc plated 5.8 Nper [kN] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ – – Stainless steel A4 Nper [kN] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ – – Permissible tension load 1) 2) (50 ° / 80 °) 3) in non-cracked concrete (dry or wet) Zinc plated 5.8 Nper [kN] ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Stainless steel A4 Nper [kN] ̪̪̪̪ ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Permissible tension load 1) 2) (50 ° / 80 °) 3) in cracked concrete (dry or wet) Zinc plated 5.8 Nper [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ – – Stainless steel A4 Nper [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪̪ – – Permissible shear load 1) in non-cracked concrete Zinc plated 5.8 Vper [kN] 5,2 8,3 12,0 22,4 35,0 45,2 / 50,4 / 50,4 Stainless steel A4 Vper [kN] 5,9 9,3 13,5 25,1 39,2 45,2 / 56,5 / 56,5 Permissible shear load 1) in cracked concrete Zinc plated 5.8 Vper [kN] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ – – Stainless steel A4 Vper [kN] ̪̪ ̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪̪ – – Mper [Nm] 10,7 21,4 37,4 94,9 185,2 320,0 Mper [Nm] 12,0 24,0 41,9 106,4 207,8 359,0 Permissible bending moment (Zinc plated 5.8) Permissible bending moment (Stainless steel A4) Spacing and edge distance Spacing scr,N [mm] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Edge distance ccr,N [mm] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Minimum spacing smin [mm] 40 50 60 80 100 120 Minimum edge distance cmin [mm] 40 50 60 80 100 120 hmin [mm] Tinst͠ [Nm] 40 80 Min. thickness of structural part 0D[LQVWDOODWLRQWRUTXH hef̪̪̪PP̪̪̪͡PP 10 20 hef̪̪G0 120 160 Values are valid for hef, min / hef, stand / hHIPD[ 2) )RUKLJKHUFRQFUHWHVWUHQJWKVXSWR&WKHYDOXHVLQFUHDVHE\PD[ 3) 0D[ORQJWHUPWHPSHUDWXUHPD[VKRUWWHUPWHPSHUDWXUHDIWHULQVWDOODWLRQ)RUWHPSHUDWXUHUDQJHr&r&SOHDVHVHH(7$DVVHVVPHQW If underrun the char. spacing or edge distance (Ccr or Scr) the loads must be reduced. hmin, Smin and Cmin must be observed. 1) Drill hole Ø Eff. anchorage depth hef Thickness of fixture tfix 7RUTXH Tinst d0 Drill hole depth h0̪ ̪hef 179
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