Concrete Screw BSZ. Annex C1

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Shawn Miller
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3 Table C1: values for tension loads Anchor size BSZ 6 BSZ 8 BSZ 10 Nominal embedment depth h nom [mm] Steel failure load N Rk,s [kn] Pull-out failure tension load in C20/25 Increasing factor for N Rk,p for strength classes > C20/25 Concrete cone failure 1) Pull-out is not decisive cracked N Rk,p [kn] uncracked N Rk,p [kn] 4 9 7, Ψ C [-], 25, Effective anchorage depth h ef [mm] Spacing (Edge distance) s cr,n (c cr,n ) [mm] 3 h ef (1,5 h ef ) Factor for cracked k cr [-] 7,2 (acc. to CEN/TS ) uncracked k ucr [-] 10,1 Splitting Spacing s cr,sp [mm] Edge distance c cr,sp [mm] Anchor size BSZ 12 BSZ 14 Nominal embedment depth h nom [mm] Steel failure load N Rk,s [kn] Pull-out failure tension load in C20/25 Increasing factor for N Rk,p for strength classes > C20/25 Concrete cone failure cracked N Rk,p [kn] 12 1) 1) uncracked N Rk,p [kn] 16 Ψ C [-], 25, Effective anchorage depth h ef [mm] Spacing (Edge distance) s cr,n (c cr,n ) [mm] 3 h ef (1,5 h ef ) Factor for cracked k cr [-] 7,2 (acc. to CEN/TS ) uncracked k ucr [-] 10,1 Splitting Spacing s cr,sp [mm] Edge distance c cr,sp [mm] ) values for tension loads Annex C1

4 Table C2: values for shear loads Anchor size BSZ 6 BSZ 8 BSZ 10 Nominal embedment depth h nom [mm] Steel failure without lever arm load V Rk,s [kn] 7,0 13,5 17,0 22,5 34,0 Factor of ductility acc. to CEN/TS Steel failure with lever arm k 2 [-] 0,8 bending moment M 0 Rk.s [Nm] 10,9 26,0 56,0 Concrete pry-out failure Factor k acc. to ETAG 001, Annex C or k 3 acc. to CEN/TS Concrete edge failure k (3) [-] 1,0 1,0 1,0 2,0 Effective length of anchor l f = h ef [mm] Outside diameter of anchor d nom [mm] Anchor size BSZ 12 BSZ 14 Nominal embedment depth h nom [mm] Steel failure without lever arm load V Rk,s [kn] 33,5 42,0 56,0 Factor of ductility acc. to CEN/TS Steel failure with lever arm k 2 [-] 0,8 bending moment M 0 Rk.s [Nm] 113,0 185,0 Concrete pry-out failure Factor k acc. to ETAG 001, Annex C or k 3 acc. to CEN/TS Concrete edge failure k (3) [-] 1,0 2,0 1,0 2,0 Effective length of anchor l f = h ef [mm] Outside diameter of anchor d nom [mm] values for shear loads Annex C2

5 Table C3: resistance for seismic loading, Category C1 Anchor size BSZ 8 BSZ 10 BSZ 12 BSZ 14 Nominal embedment depth h nom [mm] Installation safety factor 2 [-] 1,0 Tension load Steel failure resistance N Rk,s.seis [kn] Pull-out failure resistance in C20/25 to C50/60 Concrete cone failure N Rk,p,seis [kn] 12 1) Effective anchorage depth h ef [mm] Spacing s cr,n [mm] 3 h ef Edge distance c cr,n [mm] 1,5 h ef Shear load Steel failure without lever arm resistance V Rk,s,seis [kn] 8,5 15,3 21,0 22,4 Concrete pry-out failure Factor k acc. to ETAG 001, Annex C k [-] 1,0 2,0 Concrete edge failure Effective length of anchor l f = h ef [mm] Outside diameter of anchor d nom [mm] ) Pull-out is not decisive values for seismic loading, Category C1 Annex C3

6 Table C4: values under fire exposure Anchor size BSZ 6 BSZ 8 BSZ 10 BSZ 12 BSZ 14 Nominal embedment depth Steel failure (tension and shear load) h nom [mm] resistance R30 0,9 2,4 4,4 7,3 10,3 N Rk,s,fi R60 0,8 1,7 3,3 5,8 8,2 = [kn] R90 0,6 1,1 2,3 4,2 5,9 V Rk,s,fi R120 0,4 0,7 1,7 3,4 4,8 Steel failure with lever arm bending moment R30 0,7 2,4 5,9 12,3 20,4 R60 0,6 1,8 4,5 9,7 15,9 M 0 Rk,s,fi [Nm] R90 0,5 1,2 3,0 7,0 11,6 R120 0,3 0,9 2,3 5,7 9,4 Spacing s cr,fi [mm] 4 h ef Edge distance c cr,fi [mm] 2 h ef The characteristic resistance for pull-out, cone failure, pry-out and edge failure shall be calculated according to TR 020 / CEN/TS If no value for N Rk,p is given, in Eq. 2.4 and Eq. 2.5, TR 020 (or Eq. D1 and D.2, CEN/TS ) N Rk,p must be replaced by the value of N 0 Rk,c. values under fire exposure Annex C4

7 Table C5: s under tension load Anchor size BSZ 6 BSZ 8 BSZ 10 Nominal embedment depth h nom [mm] Cracked Uncracked Tension load N [kn] 0,95 1,9 2,4 4,3 5,7 4,3 7,9 9,6 N0 [mm] 0,3 0,6 0,6 0,7 0,8 0,6 0,5 0,9 N [mm] 0,4 0,4 0,6 1,0 0,9 0,4 1,2 1,2 Tension load N [kn] 1,9 4,3 3,6 5,7 7,6 5,7 9,5 11,9 N0 [mm] 0,4 0,6 0,7 0,9 0,5 0,7 1,1 1,0 N [mm] 0,4 0,4 0,6 1,0 0,9 0,4 1,2 1,2 Anchor size BSZ 12 BSZ 14 Nominal embedment depth h nom [mm] Cracked Uncracked Tension load N [kn] 5,7 9,4 12,3 7,6 12,0 15,1 N0 [mm] 0,9 0,5 1,0 0,5 0,8 0,7 N [mm] 1,0 1,2 1,2 0,9 1,2 1,0 Tension load N [kn] 7,6 13,2 17,2 10,6 16,9 21,2 N0 [mm] 1,0 1,1 1,2 0,9 1,2 0,8 N [mm] 1,0 1,2 1,2 0,9 1,2 1,0 Table C6: s under shear load Anchor size BSZ 6 BSZ 8 BSZ 10 BSZ 12 BSZ 14 Nominal embedment depth h nom [mm] Shear load V [kn] 3,3 8,6 16,2 20,0 30,5 V0 [mm] 1,55 2,7 2,7 4,0 3,1 V [mm] 3,1 4,1 4,3 6,0 4,7 s Annex C5

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