Maximum permitted load on an anchor for central, transverse and oblique tension at any angle, and associated anchor spacing and component dimensions

Type Type FAZ 8 FAZ 8gvz FAZ 10 FAZ 10gvz FAZ 12 FAZ 12gvz FH 15 FH 15gvz FH 18 x 80 FH 18 x 80gvz

Effective anchoring depthh

ef 45 60 70 70 80

Maximum permitted load on an anchor F

perm

in cracked (a) or uncracked (b) standard concrete Concrete strength class B25(kN)

1.65 3.33 4.57 5.29 8.26

Concrete strength class B35(kN)

1.95 3.93 5.39 6.24 9.75

Concrete strength class B45(kN)

2.21 4.46 6.12 7.09 11.08

Concrete strength class B55(kN)

2.44 4.93 6.76 7.83 12.24

Typical axial spacing S

cr

(mm)

180 240 280 280 320

Typical edge spacing C

cr

(mm)

90 120 140 140 160

Minimum axial spacing

Smin.

(mm)

50 55 65 70 80

for edge spacingc(mm)

70 120 150 190 240

Minimum edge spacing

Cmin.

(mm)

50 55 65 80 80

for axial spacings(mm)

70 120 150 180 240

Min. component thicknessh

min.

(mm)

100 120 140 140 160

Permitted bending momentM

perm

(mm)

12.38 24.76 43.81 34.29 59.43

Through hole in component to be connectedd

f

(mm)

9 12 14 18 20

Torque for anchoringT

inst

(Nm)

20 45 60 40 80 (a)cracked concrete refers to the tensioned face of the concrete.(b)uncracked concrete refers to the face in compressionType d
o t
d h
ef lAnchorlengthmm t
fix (d
a )Max.usefullengthmm Threadmm SSSpannersize M
D Ordernumber Drill Ømm Min. holedepth forthroughfixingmm Min.anchoringdepthmm TighteningtorqueNm

FAZ 8/10 GS*

8 75 45 75 10 M8 13 20 3498506

FAZ 8/30 GS*

8 95 45 95 30 M8 13 20 3498484

FAZ 10/10 GS*

10 90 60 93 10 M10 17 45 3498824

FAZ 10/30*

10 110 60 113 30 M10 17 45 3498581

FAZ 12/10*

12 105 70 108 10 M12 19 60 3498654

FH 15/115**

15 90 70 115 M10 17 40 3498735

FH 18/80**

18 105 80 130 M12 19 80 3498743 Approval numbers: * ETA – 00/0001** ETA – 99/0003
KTS_GB_V0_11032002

94

Please always state the ordering number when ordering.