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International Catalogue

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Heavy-duty anchor TA M-T<br />

TECHNICAL DATA<br />

zinc-plated<br />

steel<br />

Approval<br />

Heavy-duty anchor TA M-T,<br />

for push-through installation<br />

Drill hole<br />

diameter<br />

Min. drill-hole<br />

depth for through<br />

fixings<br />

Anchor length<br />

Max. fixture<br />

thickness<br />

Thread Width across nut Sales unit<br />

d o h 2 l t fi x M SW<br />

Art.-No. ETA [mm] [mm] [mm] [mm] [mm] [pcs]<br />

Item<br />

gvz<br />

TA M6 T/25 S 090267 ■ 10 90 80 25 M 6 10 50<br />

TA M8 T/25 S 090268 ■ 12 95 84 25 M 8 13 50<br />

TA M10 T/25 S 090269 ■ 15 110 100 25 M 10 17 25<br />

TA M12 T/25 S 090270 ■ 18 120 114 25 M 12 19 20<br />

TECHNICAL DATA<br />

High performance steel anchors<br />

Heavy-duty anchor TA M-T BP,<br />

with twist-off head<br />

zinc-plated<br />

steel<br />

Drill hole<br />

diameter<br />

Min. drill-hole<br />

depth for through<br />

fixings<br />

Anchor length<br />

Max. fixture<br />

thickness<br />

Thread Width across nut Sales unit<br />

d o h 2 l t fi x M SW<br />

Art.-No. [mm] [mm] [mm] [mm] [mm] [pcs]<br />

Item<br />

gvz<br />

TA M8 BP 090265 12 95 84 25 M 8 13 50<br />

LOADS<br />

Heavy-duty anchor TA M-T<br />

Highest permissible loads for a single anchor 1) in concrete C20/25 4)<br />

For the design the complete approval ETA - 04/0003 has to be considered.<br />

Type<br />

Effective<br />

anchorage depth<br />

Non-cracked concrete<br />

Min.<br />

member thickness<br />

Installation<br />

torque<br />

Permissible<br />

tensile load<br />

Permissible<br />

shear load<br />

Min.<br />

spacing<br />

h ef h min T inst<br />

3)<br />

N perm<br />

3)<br />

V perm<br />

2)<br />

s min<br />

2)<br />

c min<br />

[mm] [mm] [Nm] [kN] [kN] [mm] [mm]<br />

Min.<br />

edge distance<br />

TA M6 T 40 100 10,0 3,6 3,3 80 50<br />

TA M8 T 45 100 20,0 5,7 6,7 90 60<br />

TA M10 T 55 110 40,0 9,5 11,0 110 70<br />

TA M12 T 70 140 75,0 11,9 17,0 160 120<br />

1)<br />

The partial safety factors for material resistance as regulated in the approval as well as a partial<br />

safety factor for load actions of L = 1,4 are considered. As an single anchor counts e.g. an anchor<br />

with a spacing s ≥ 3 x h ef and an edge distance c ≥ 1,5 x h ef . Accurate data see approval.<br />

2)<br />

Minimum possible axial spacings resp. edge distance while reducing the permissible load.<br />

3)<br />

For combinations of tensile loads, shear loads, bending moments as well as reduced edge<br />

distances or spacings (anchor groups) see approval.<br />

4)<br />

For higher concrete strength classes up to C50/60 higher permissible loads may be possible.<br />

211

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