CELO main catalog Page 184
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Chemical fastening systems Fastening injection system ResiFIX PYSF Fastening in concrete Permissible loads Fper in [kN] in non-cracked concrete C20/25 for single anchor without influence of spacing and edge distance, installation parameters and unit dimensions. 7RWDOVDIHW\IDFWRUVDVSHU(7$*LQFOXGHG ƍMDQGƍF). See ETA assessment for design and calculations. Anchor studs RESI AST, VA AST Drill hole Ø d0 Anchorage depth hef,min / hef,stand / hef,max M8 M10 M12 M16 [mm] 10 12 14 18 [mm] 60 / 80 / 160 60 / 90 / 200 70 / 110 / 240 80 / 125 / 320 Permissible tension load 1)2) (24 ° / 40 °) 3) in non-cracked concrete (dry or wet) Zinc plated 5.8 Nper [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ Stainless steel A4 Nper [kN] ̪̪̪̪ ̪̪ ̪̪ ̪̪̪̪ ̪̪ ̪̪ Permissible shear load (24 ° / 40 °) 3) Zinc plated 5.8 Vper [kN] 5,2 8,3 12,0 22,4 Stainless steel A4 Vper [kN] 5,9 9,3 13,5 25,1 Permissible bending moment (Zinc plated 5.8) Mper [Nm] 10,7 21,4 37,4 94,9 Permissible bending moment (Stainless steel A4) Mper [Nm] 12,0 24,0 41,9 106,4 Spacing scr,N [mm] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Edge distance ccr,N [mm] ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ ̪̪̪̪ Minimum spacing smin [mm] 40 50 60 80 Minimum edge distance cmin [mm] 40 50 60 Min. thickness of structural part hmin [mm] Tinst͠ [Nm] Spacing and edge distance 0D[LQVWDOODWLRQWRUTXH hef̪̪̪PP̪̪̪͡PP 10 20 80 hef̪̪G0 40 80 Values are valid for hef, min / hef, stand / hHIPD[ 2) )RUKLJKHUFRQFUHWHVWUHQJWKVXSWR&WKHYDOXHVLQFUHDVHE\PD[ 3) 0D[ORQJWHUPWHPSHUDWXUHPD[VKRUWWHUPWHPSHUDWXUHDIWHULQVWDOODWLRQ)RUWHPSHUDWXUHUDQJHr&r&SOHDVHVHH(7$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 183
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