29.06.2015 Views

International Catalogue

International Catalogue

International Catalogue

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Heavy-duty anchor TA M<br />

TECHNICAL DATA<br />

zinc-plated<br />

steel<br />

Approval<br />

Heavy-duty anchor TA M<br />

Drill hole<br />

diameter<br />

Min. drill hole<br />

depth<br />

Anchor length Thread Sales unit<br />

d o h 1 l M<br />

ETA [mm] [mm] [mm] [pcs]<br />

Item<br />

gvz<br />

TA M6 090245 ■ 10 65 49 M 6 50<br />

TA M8 090246 ■ 12 70 56 M 8 50<br />

TA M10 090247 ■ 15 90 69 M 10 25<br />

TA M12 090248 ■ 18 105 86 M 12 25<br />

TECHNICAL DATA<br />

High performance steel anchors<br />

Heavy-duty anchor TA M-S with screw<br />

zinc-plated<br />

steel<br />

Approval<br />

Drill hole<br />

diameter<br />

Min. drill hole<br />

depth<br />

Anchor length<br />

Max. fixture<br />

thickness<br />

Screw Width across nut Sales unit<br />

d o h 1 l t fi x Ø x length SW<br />

ETA [mm] [mm] [mm] [mm] [mm] [pcs]<br />

Item<br />

gvz<br />

TA M6 S/10 090249 ■ 10 75 49 10 M 6 x 60 10 50<br />

TA M8 S/10 090250 ■ 12 80 56 10 M 8 x 65 13 50<br />

TA M10 S/20 090251 ■ 15 110 69 20 M 10 x 90 17 25<br />

TA M12 S/25 090252 ■ 18 130 86 25 M 12 x 110 19 20<br />

LOADS<br />

Heavy-duty anchor TA M-S/TA M (screw with grade 8.8)<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 />

Non-cracked concrete<br />

Type<br />

Effective<br />

anchorage depth<br />

Min.<br />

member thickness<br />

Installation<br />

torque<br />

Permissible<br />

tensile load<br />

Permissible<br />

shear load<br />

Min.<br />

spacing<br />

Min.<br />

edge distance<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 />

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

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

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

TA M12 S 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 />

207

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!