Technical Data - High Performance Resin

AT-HP SST

Technical Data

Reference

References Content [ml]
AT-HP + LMAS M8* -
AT-HP + LMAS M10* -
AT-HP + LMAS M12* -
AT-HP + LMAS M16* -
AT-HP + LMAS M20* -
AT-HP + LMAS M24* -
AT-HP + LMAS M27* -
AT-HP + fer Ø8 x lbdmin -
AT-HP + fer Ø10 x lbdmax -
AT-HP + fer Ø14 x lbdmin -
AT-HP + LMAS M30* -
AT-HP + fer Ø8 x lbdmax -
AT-HP + fer Ø12 x lbdmin -
AT-HP + fer Ø14 x lbdmax -
AT-HP + fer Ø10 x lbdmin -
AT-HP + fer Ø12 x lbdmax -
AT-HP + fer Ø16 x lbdmin -
AT-HP + fer Ø16 x lbdmax -
AT-HP + fer Ø20 x lbdmin -
AT-HP + fer Ø20 x lbdmax -
AT-HP + fer Ø25 x lbdmin -
AT-HP + fer Ø25 x lbdmax -
AT-HP + fer Ø28 x lbdmin -
AT-HP + fer Ø28 x lbdmax -
AT-HP + fer Ø32 x lbdmin -
AT-HP + fer Ø32 x lbdmax -

Recomended loads

References Tension - Nrec [kN]
Concrete C20/25 [hef=h0=8d] Concrete C20/25 [hef=h0=12d] Masonry brick - RT 307 * Hollow Brick - RT 301 * Hollow Brick - POROTON Hollow Brick - LS BGV THERMO Hollow clay brick - HOLLOW BLOCKS * Autoclaved aerated concrete blocks *
AT-HP + LMAS M8* 6.1 8.7 0.43 0.43 0.26 0.43 0.34 0.26
AT-HP + LMAS M10* 9 13.5 0.43 0.43 0.34 0.57 0.57 0.34
AT-HP + LMAS M12* 12.9 19.4 0.43 0.57 0.34 0.86 0.57 0.34
AT-HP + LMAS M16* 20.4 30.6 - - - - - -
AT-HP + LMAS M20* 29.9 44.9 - - - - - -
AT-HP + LMAS M24* 40.2 60.3 - - - - - -
AT-HP + LMAS M27* 47.3 70.9 - - - - - -
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* 53.9 80.8 - - - - - -
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

Recomended loads

References Shear - Vrec [kN] Bending moment [Nm]
Concrete C20/25 Masonry brick - RT 307 * Hollow Brick - RT 301 * Hollow Brick - POROTON Hollow Brick - LS BGV THERMO Hollow clay brick - HOLLOW BLOCKS * Autoclaved aerated concrete blocks *
AT-HP + LMAS M8* 5.3 0.57 0.43 0.43 0.43 0.34 0.26 10.7
AT-HP + LMAS M10* 8.3 0.57 0.43 0.43 0.57 0.57 0.34 21.4
AT-HP + LMAS M12* 12.1 0.57 0.43 0.57 0.86 0.57 0.34 37.4
AT-HP + LMAS M16* 22.5 - - - - - - 95.1
AT-HP + LMAS M20* 35 - - - - - - 185.4
AT-HP + LMAS M24* 50.5 - - - - - - 320.7
AT-HP + LMAS M27* 65.6 - - - - - - 475.5
AT-HP + fer Ø8 x lbdmin - - - - - - - -
AT-HP + fer Ø10 x lbdmax - - - - - - - -
AT-HP + fer Ø14 x lbdmin - - - - - - - -
AT-HP + LMAS M30* 80.2 - - - - - - 642.9
AT-HP + fer Ø8 x lbdmax - - - - - - - -
AT-HP + fer Ø12 x lbdmin - - - - - - - -
AT-HP + fer Ø14 x lbdmax - - - - - - - -
AT-HP + fer Ø10 x lbdmin - - - - - - - -
AT-HP + fer Ø12 x lbdmax - - - - - - - -
AT-HP + fer Ø16 x lbdmin - - - - - - - -
AT-HP + fer Ø16 x lbdmax - - - - - - - -
AT-HP + fer Ø20 x lbdmin - - - - - - - -
AT-HP + fer Ø20 x lbdmax - - - - - - - -
AT-HP + fer Ø25 x lbdmin - - - - - - - -
AT-HP + fer Ø25 x lbdmax - - - - - - - -
AT-HP + fer Ø28 x lbdmin - - - - - - - -
AT-HP + fer Ø28 x lbdmax - - - - - - - -
AT-HP + fer Ø32 x lbdmin - - - - - - - -
AT-HP + fer Ø32 x lbdmax - - - - - - - -

M16, M20, M24, M27 and M30 not covered by masonry ETA.

Load specifications for single anchor without influence of spacing and edge distances in the temperature range I in the use of threaded rods of quality 5.8.

* Masonry:

 

Dimensions

L x W x H

[mm]

Compressive strength

fb

[N/mm²]

Bulk density

p

[kg/m³]

Solid clay brick RT 307
according to EN 771-1 – HD
≥228x108x54 ≥22 ≥1830
Hollow clay brick RT 301– Type 1
according to EN 771-1 – LD
≥228x108x54 ≥22 ≥1305
Hollow clay brick POROTON– Type 2
according to EN 771-1 – LD
≥248x365x249  ≥8 ≥650
Hollow clay brick POROTON– Type 2
according to EN 771-1 – LD
≥500x200x314 ≥6 ≥570
Hollow clay brick BLOCS CREUX – Type 4
according to EN 771-1 – LD
≥500x200x200  ≥4 ≥900
Autoclaved aerated concrete blocks
according to EN 771 – 4
≥635x250x300 ≥3 ≥350

1) For combined tension and shear loads or anchor groups and/or in the case of edge influence, a calculation per ETAG 029, Annex C, design method A shall be performed. For details see the ETA- approval(s).

2) The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of ᵧf=1.4.

3) Temperatur range I: -40°C to +80°C (max. long-term temperatur: +50°C; max. short-term temperatur: +80°C).

4) lunit: max. dimensions of the bricks

5) Non-bearing layers (eg. as plaster) have to be bridged.

6) The installation can be carried out in dry and wet base material.

7) The installation must be carried out in dry base material.

 

** Concrete:

The design resistances have been calculated using the partial safety factors for resistances stated in ETA- approvals(s).

The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of ᵧf=1.4.

The load figures are valid for reinforced concrete with a rebar spacing ≥ 15cm (any diameter) or with a rebar spacing ≥ 15cm if the rebar diameter is 10mm or smaller.

The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to the edges (c ≤ hef 60d) the concrete edge failure shall be calculated per EOTA Technical Report - TR 029 or acc. to CEN/TS 1992-4.

Concrete is considered non-cracked when the tensile stress within the concrete is σL +σR ≤ 0. In the absence of detailed verification σR = 3 N/mm2 can be assumed (σL equals the tensile stress within the concrete induced by external loads, anchors loads included).

For combined tension and shear loads or anchor groups and/or in the case of edge influence, a calculation per EOTA Technical Report - TR 029 or acc. to CEN/TS 1992-4 shall be performed. For details see the ETA- approval(s).

Technical data for rebar

References Ø rebar [mm] Ø drilling diameter [mm] Embedment depth [ldb] [mm] Tension load in Concrete C20/25 [Rds,N] [kN] Resin Volum [ml]
AT-HP + LMAS M8* - - - - -
AT-HP + LMAS M10* - - - - -
AT-HP + LMAS M12* - - - - -
AT-HP + LMAS M16* - - - - -
AT-HP + LMAS M20* - - - - -
AT-HP + LMAS M24* - - - - -
AT-HP + LMAS M27* - - - - -
AT-HP + fer Ø8 x lbdmin 8 12 115 9.5 9
AT-HP + fer Ø10 x lbdmax 10 14 300 31 27
AT-HP + fer Ø14 x lbdmin 14 18 200 28.9 24
AT-HP + LMAS M30* - - - - -
AT-HP + fer Ø8 x lbdmax 8 12 280 16.5 15
AT-HP + fer Ø12 x lbdmin 12 16 170 21.1 18
AT-HP + fer Ø14 x lbdmax 14 18 420 60.7 51
AT-HP + fer Ø10 x lbdmin 10 14 145 15 13
AT-HP + fer Ø12 x lbdmax 12 16 130 44.6 38
AT-HP + fer Ø16 x lbdmin 16 20 230 38 31
AT-HP + fer Ø16 x lbdmax 16 20 480 79.3 65
AT-HP + fer Ø20 x lbdmin 20 25 285 58.8 60
AT-HP + fer Ø20 x lbdmax 20 25 600 123.9 127
AT-HP + fer Ø25 x lbdmin 25 30 355 91.6 92
AT-HP + fer Ø25 x lbdmax 25 30 750 193.5 194
AT-HP + fer Ø28 x lbdmin 28 35 840 173.4 249
AT-HP + fer Ø28 x lbdmax 28 35 1000 267.7 387
AT-HP + fer Ø32 x lbdmin 32 40 685 226.3 372
AT-HP + fer Ø32 x lbdmax 32 40 1000 330.3 543

Rebar resistance (Ha B500B) Ø8 to Ø32 mm. Embedment depth under static loads (Eurocode 2) according to ETA-11/0139. Minimum spacing =7x diameter and no influence of the edges.