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SL-PT - Heavy duty anchor for high perfomance in concrete.
SL-PT - Heavy duty anchor for high perfomance in concrete.
SL-PT - Heavy duty anchor for high perfomance in concrete.
Youtube 1 - SL-PT - Heavy duty anchor for high perfomance in concrete.
SL-PT - Heavy duty anchor for high perfomance in concrete.
SL-PT - Heavy duty anchor for high perfomance in concrete.
Youtube 1 - SL-PT - Heavy duty anchor for high perfomance in concrete.

Metal fixings - SL-PT

SL-PT

Heavy duty anchor for high perfomance in concrete. Opt.1 ETA Assessed. Hexagonal head.

> CAD data

Assessments and certificates Show downloads

ETA CU 18-1108
Fire restistant
VDS
CE
  • Scaffolding
  • Antennae
  • Road guardrails
  • Concrete building under construction
  • Site hoist
  • Industrial shelving
  • Street lamp
  • Road lamp
Installation - SL-PT - Heavy duty anchor for high perfomance in concrete.
Concrete

Concrete

Cracked concrete

Cracked concrete

Reinforced concrete

Reinforced concrete

Stone

Stone

  • Professional box
Code Dimension €/100 Pcs. Box Pcs. Masterbox EAN technical info.
SLPT10070 M6 x 70 Ø10 255,673 50 600 8423533827753
L - Length 70
d0 - Ø Drill 10
Drill hole depth min. 70
Min. anchor depth 59
tfix - Max. fixture thickness 10
Min. distance to edge “A” 75
SW - Installation key 10
Shear load non-cracked concrete 844
Shear load cracked concrete 591
Mº - M M6
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 50
Tins - Torque (Nm) 15
Min. distance from axis "B" 150
Tension load non-cracked concrete 728
Tension load cracked concrete 591
SLPT10080 M6 x 80 Ø10 268,277 50 600 8423533827760
L - Length 80
d0 - Ø Drill 10
Drill hole depth min. 70
Min. anchor depth 59
tfix - Max. fixture thickness 20
Min. distance to edge “A” 75
SW - Installation key 10
Shear load non-cracked concrete 844
Shear load cracked concrete 591
Mº - M M6
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 50
Tins - Torque (Nm) 15
Min. distance from axis "B" 150
Tension load non-cracked concrete 728
Tension load cracked concrete 591
SLPT10100 M6 x 100 Ø10 299,417 50 300 8423533827777
L - Length 100
d0 - Ø Drill 10
Drill hole depth min. 70
Min. anchor depth 59
tfix - Max. fixture thickness 40
Min. distance to edge “A” 75
SW - Installation key 10
Shear load non-cracked concrete 844
Shear load cracked concrete 591
Mº - M M6
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 50
Tins - Torque (Nm) 15
Min. distance from axis "B" 150
Tension load non-cracked concrete 728
Tension load cracked concrete 591
SLPT10110 M6 x 110 Ø10 317,923 25 150 8423533827784
L - Length 110
d0 - Ø Drill 10
Drill hole depth min. 70
Min. anchor depth 59
tfix - Max. fixture thickness 50
Min. distance to edge “A” 75
SW - Installation key 10
Shear load non-cracked concrete 844
Shear load cracked concrete 591
Mº - M M6
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 50
Tins - Torque (Nm) 15
Min. distance from axis "B" 150
Tension load non-cracked concrete 728
Tension load cracked concrete 591
SLPT12080 M8 x 80 Ø12 308,253 50 300 8423533827791
L - Length 80
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 72
tfix - Max. fixture thickness 5
Min. distance to edge “A” 90
SW - Installation key 13
Shear load non-cracked concrete 1922
Shear load cracked concrete 1554
Mº - M M8
df - Ø Element to fix 14
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 180
Tension load non-cracked concrete 971
Tension load cracked concrete 777
SLPT12090 M8 x 90 Ø12 324,470 50 200 8423533827807
L - Length 90
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 72
tfix - Max. fixture thickness 15
Min. distance to edge “A” 90
SW - Installation key 13
Shear load non-cracked concrete 1922
Shear load cracked concrete 1554
Mº - M M8
df - Ø Element to fix 14
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 180
Tension load non-cracked concrete 971
Tension load cracked concrete 777
SLPT12100 M8 x 100 Ø12 338,147 50 200 8423533827814
L - Length 100
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 72
tfix - Max. fixture thickness 25
Min. distance to edge “A” 90
SW - Installation key 13
Shear load non-cracked concrete 1922
Shear load cracked concrete 1554
Mº - M M8
df - Ø Element to fix 14
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 180
Tension load non-cracked concrete 971
Tension load cracked concrete 777
SLPT12120 M8 x 120 Ø12 369,167 25 200 8423533827821
L - Length 120
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 72
tfix - Max. fixture thickness 45
Min. distance to edge “A” 90
SW - Installation key 13
Shear load non-cracked concrete 1922
Shear load cracked concrete 1554
Mº - M M8
df - Ø Element to fix 14
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 180
Tension load non-cracked concrete 971
Tension load cracked concrete 777
SLPT16100 M10 x 100 Ø16 527,230 25 150 8423533827838
L - Length 100
d0 - Ø Drill 16
Drill hole depth min. 95
Min. anchor depth 83
tfix - Max. fixture thickness 15
Min. distance to edge “A” 105
SW - Installation key 17
Shear load non-cracked concrete 2797
Shear load cracked concrete 1958
Mº - M M10
df - Ø Element to fix 18
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 50
Min. distance from axis "B" 210
Tension load non-cracked concrete 1399
Tension load cracked concrete 979
SLPT16120 M10 x 120 Ø16 595,623 25 100 8423533827845
L - Length 120
d0 - Ø Drill 16
Drill hole depth min. 95
Min. anchor depth 83
tfix - Max. fixture thickness 35
Min. distance to edge “A” 105
SW - Installation key 17
Shear load non-cracked concrete 2797
Shear load cracked concrete 1958
Mº - M M10
df - Ø Element to fix 18
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 50
Min. distance from axis "B" 210
Tension load non-cracked concrete 1399
Tension load cracked concrete 979
SLPT16140 M10 x 140 Ø16 672,610 20 60 8423533827852
L - Length 140
d0 - Ø Drill 16
Drill hole depth min. 95
Min. anchor depth 83
tfix - Max. fixture thickness 55
Min. distance to edge “A” 105
SW - Installation key 17
Shear load non-cracked concrete 2797
Shear load cracked concrete 1958
Mº - M M10
df - Ø Element to fix 18
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 50
Min. distance from axis "B" 210
Tension load non-cracked concrete 1399
Tension load cracked concrete 979
SLPT16160 M10 x 160 Ø16 748,457 20 60 8423533827869
L - Length 160
d0 - Ø Drill 16
Drill hole depth min. 95
Min. anchor depth 83
tfix - Max. fixture thickness 75
Min. distance to edge “A” 105
SW - Installation key 17
Shear load non-cracked concrete 2797
Shear load cracked concrete 1958
Mº - M M10
df - Ø Element to fix 18
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 50
Min. distance from axis "B" 210
Tension load non-cracked concrete 1399
Tension load cracked concrete 979
SLPT18110 M12 x 110 Ø18 734,020 20 80 8423533827876
L - Length 110
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 97
tfix - Max. fixture thickness 10
Min. distance to edge “A” 130
SW - Installation key 19
Shear load non-cracked concrete 3743
Shear load cracked concrete 2620
Mº - M M12
df - Ø Element to fix 20
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 80
Min. distance from axis "B" 255
Tension load non-cracked concrete 1871
Tension load cracked concrete 1310
SLPT18120 M12 x 120 Ø18 780,290 20 80 8423533827883
L - Length 120
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 97
tfix - Max. fixture thickness 20
Min. distance to edge “A” 130
SW - Installation key 19
Shear load non-cracked concrete 3743
Shear load cracked concrete 2620
Mº - M M12
df - Ø Element to fix 20
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 80
Min. distance from axis "B" 255
Tension load non-cracked concrete 1871
Tension load cracked concrete 1310
SLPT18140 M12 x 140 Ø18 861,453 20 80 8423533827890
L - Length 140
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 97
tfix - Max. fixture thickness 40
Min. distance to edge “A” 130
SW - Installation key 19
Shear load non-cracked concrete 3743
Shear load cracked concrete 2620
Mº - M M12
df - Ø Element to fix 20
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 80
Min. distance from axis "B" 255
Tension load non-cracked concrete 1871
Tension load cracked concrete 1310
SLPT18150 M12 x 150 Ø18 910,957 20 80 8423533827906
L - Length 150
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 97
tfix - Max. fixture thickness 50
Min. distance to edge “A” 130
SW - Installation key 19
Shear load non-cracked concrete 3743
Shear load cracked concrete 2620
Mº - M M12
df - Ø Element to fix 20
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 80
Min. distance from axis "B" 255
Tension load non-cracked concrete 1871
Tension load cracked concrete 1310
SLPT18170 M12 x 170 Ø18 1.023,400 15 45 8423533827913
L - Length 170
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 97
tfix - Max. fixture thickness 70
Min. distance to edge “A” 130
SW - Installation key 19
Shear load non-cracked concrete 3743
Shear load cracked concrete 2620
Mº - M M12
df - Ø Element to fix 20
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 80
Min. distance from axis "B" 255
Tension load non-cracked concrete 1871
Tension load cracked concrete 1310
SLPT18200 M12 x 200 Ø18 1.144,457 15 30 8423533827920
L - Length 200
d0 - Ø Drill 18
Drill hole depth min. 110
Min. anchor depth 97
tfix - Max. fixture thickness 100
Min. distance to edge “A” 130
SW - Installation key 19
Shear load non-cracked concrete 3743
Shear load cracked concrete 2620
Mº - M M12
df - Ø Element to fix 20
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 80
Min. distance from axis "B" 255
Tension load non-cracked concrete 1871
Tension load cracked concrete 1310
SLPT24140 M16 x 140 Ø24 1.322,820 10 40 8423533827937
L - Length 140
d0 - Ø Drill 24
Drill hole depth min. 130
Min. anchor depth 117
tfix - Max. fixture thickness 20
Min. distance to edge “A” 150
SW - Installation key 24
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M16
df - Ø Element to fix 26
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 160
Min. distance from axis "B" 300
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
SLPT24170 M16 x 170 Ø24 1.555,443 10 30 8423533827944
L - Length 170
d0 - Ø Drill 24
Drill hole depth min. 130
Min. anchor depth 117
tfix - Max. fixture thickness 50
Min. distance to edge “A” 150
SW - Installation key 24
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M16
df - Ø Element to fix 26
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 160
Min. distance from axis "B" 300
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
SLPT24200 M16 x 200 Ø24 1.794,737 10 20 8423533827951
L - Length 200
d0 - Ø Drill 24
Drill hole depth min. 130
Min. anchor depth 117
tfix - Max. fixture thickness 80
Min. distance to edge “A” 150
SW - Installation key 24
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M16
df - Ø Element to fix 26
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 160
Min. distance from axis "B" 300
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
SLPT24220 M16 x 220 Ø24 1.949,670 10 20 8423533827968
L - Length 220
d0 - Ø Drill 24
Drill hole depth min. 130
Min. anchor depth 117
tfix - Max. fixture thickness 100
Min. distance to edge “A” 150
SW - Installation key 24
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M16
df - Ø Element to fix 26
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 160
Min. distance from axis "B" 300
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
SLPT28170 M20 x 170 Ø28 2.057,117 10 20 8423533827975
L - Length 170
d0 - Ø Drill 28
Drill hole depth min. 160
Min. anchor depth 146
tfix - Max. fixture thickness 20
Min. distance to edge “A” 190
SW - Installation key 30
Shear load non-cracked concrete 6674
Shear load cracked concrete 4672
Mº - M M20
df - Ø Element to fix 31
hmin - Min. substrate thickness 250
hef - Effective depth 125
Tins - Torque (Nm) 240
Min. distance from axis "B" 375
Tension load non-cracked concrete 2781
Tension load cracked concrete 1947
SLPT28200 M20 x 200 Ø28 2.381,807 10 20 8423533827982
L - Length 200
d0 - Ø Drill 28
Drill hole depth min. 160
Min. anchor depth 146
tfix - Max. fixture thickness 50
Min. distance to edge “A” 190
SW - Installation key 30
Shear load non-cracked concrete 6674
Shear load cracked concrete 4672
Mº - M M20
df - Ø Element to fix 31
hmin - Min. substrate thickness 250
hef - Effective depth 125
Tins - Torque (Nm) 240
Min. distance from axis "B" 375
Tension load non-cracked concrete 2781
Tension load cracked concrete 1947
SLPT28240 M20 x 240 Ø28 2.839,060 5 10 8423533827999
L - Length 240
d0 - Ø Drill 28
Drill hole depth min. 160
Min. anchor depth 146
tfix - Max. fixture thickness 90
Min. distance to edge “A” 190
SW - Installation key 30
Shear load non-cracked concrete 6674
Shear load cracked concrete 4672
Mº - M M20
df - Ø Element to fix 31
hmin - Min. substrate thickness 250
hef - Effective depth 125
Tins - Torque (Nm) 240
Min. distance from axis "B" 375
Tension load non-cracked concrete 2781
Tension load cracked concrete 1947
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