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MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
Youtube 1 - MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
Youtube 1 - MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.

Metal fixings - MTP-A4

MTP-A4

Through bolt anchor for heavy loads in cracked & uncracked concrete. Opt.1 ETA Assessed. A4 Stainless steel shaft. A4 Stainless steel clip.

Amplify information > CAD data

Assessments and certificates Show downloads

ETA CU 12-0397
SEISMIC C1&C2
Fire restistant
VDS
CE
Suitable for climbing equipment in outdoor areas without stress corrosion corrosion cracking problems. SCC (chlorine and sulphur ions).
  • Fixing of shelves
  • Steel structures
  • Protections
  • Street furniture
  • Machinery
  • Wooden structures
  • Antennae
  • Balcony railings
  • Road railings
  • Wooden railings
  • Beach railings
  • Ceiling lights
  • False ceilings
  • False ceilings
  • Ceiling lights
  • False ceilings
  • Ceiling lights
  • False ceilings
  • Ceilings
  • Ceilings
  • Ceilings
  • Ceilings
  • Ceilings
  • Ceilings
MTP-A4 - Through bolt anchor for heavy loads in cracked & uncracked concrete.
Cracked concrete

Cracked concrete

Concrete

Concrete

Reinforced concrete

Reinforced concrete

Stone

Stone

  • Professional box
Code Dimension €/100 Pcs. Box Pcs. Masterbox EAN technical info.
APA408075 M8 x 75 Ø8 346,407 100 600 8423533769831
L - Length 75
d0 - Ø Drill 8
Drill hole depth min. 60
Min. anchor depth 55
tfix - Max. fixture thickness 9
Min. distance to edge “A” 144
SW - Installation key 13
Shear load non-cracked concrete 693
Shear load cracked concrete 556
Mº - M M8
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 48
Tins - Torque (Nm) 15
Min. distance from axis "B" 72
Tension load non-cracked concrete 582
Tension load cracked concrete 413
APA408095 M8 x 95 Ø8 391,750 100 600 8423533866325
L - Length 95
d0 - Ø Drill 8
Drill hole depth min. 60
Min. anchor depth 55
tfix - Max. fixture thickness 29
Min. distance to edge “A” 144
SW - Installation key 13
Shear load non-cracked concrete 693
Shear load cracked concrete 556
Mº - M M8
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 48
Tins - Torque (Nm) 15
Min. distance from axis "B" 72
Tension load non-cracked concrete 582
Tension load cracked concrete 413
APA408115 M8 x 115 Ø8 513,663 100 400 8423533769855
L - Length 115
d0 - Ø Drill 8
Drill hole depth min. 60
Min. anchor depth 55
tfix - Max. fixture thickness 49
Min. distance to edge “A” 144
SW - Installation key 13
Shear load non-cracked concrete 693
Shear load cracked concrete 556
Mº - M M8
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 48
Tins - Torque (Nm) 15
Min. distance from axis "B" 72
Tension load non-cracked concrete 582
Tension load cracked concrete 413
APA408135 M8 x 135 Ø8 594,280 50 300 8423533769862
L - Length 135
d0 - Ø Drill 8
Drill hole depth min. 60
Min. anchor depth 55
tfix - Max. fixture thickness 69
Min. distance to edge “A” 144
SW - Installation key 13
Shear load non-cracked concrete 693
Shear load cracked concrete 556
Mº - M M8
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 48
Tins - Torque (Nm) 15
Min. distance from axis "B" 72
Tension load non-cracked concrete 582
Tension load cracked concrete 413
APA410090 M10 x 90 Ø10 610,620 100 400 8423533769886
L - Length 90
d0 - Ø Drill 10
Drill hole depth min. 75
Min. anchor depth 68
tfix - Max. fixture thickness 10
Min. distance to edge “A” 180
SW - Installation key 17
Shear load non-cracked concrete 1101
Shear load cracked concrete 1101
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 90
Tension load non-cracked concrete 777
Tension load cracked concrete 680
APA410105 M10 x 105 Ø10 652,970 50 300 8423533769893
L - Length 105
d0 - Ø Drill 10
Drill hole depth min. 75
Min. anchor depth 68
tfix - Max. fixture thickness 25
Min. distance to edge “A” 180
SW - Installation key 17
Shear load non-cracked concrete 1101
Shear load cracked concrete 1101
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 90
Tension load non-cracked concrete 777
Tension load cracked concrete 680
APA410115 M10 x 115 Ø10 719,317 50 300 8423533769909
L - Length 115
d0 - Ø Drill 10
Drill hole depth min. 75
Min. anchor depth 68
tfix - Max. fixture thickness 35
Min. distance to edge “A” 180
SW - Installation key 17
Shear load non-cracked concrete 1101
Shear load cracked concrete 1101
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 90
Tension load non-cracked concrete 777
Tension load cracked concrete 680
APA410135 M10 x 135 Ø10 862,897 50 300 8423533769916
L - Length 135
d0 - Ø Drill 10
Drill hole depth min. 75
Min. anchor depth 68
tfix - Max. fixture thickness 55
Min. distance to edge “A” 180
SW - Installation key 17
Shear load non-cracked concrete 1101
Shear load cracked concrete 1101
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 90
Tension load non-cracked concrete 777
Tension load cracked concrete 680
APA410165 M10 x 165 Ø10 1.029,647 50 100 8423533866332
L - Length 165
d0 - Ø Drill 10
Drill hole depth min. 75
Min. anchor depth 68
tfix - Max. fixture thickness 85
Min. distance to edge “A” 180
SW - Installation key 17
Shear load non-cracked concrete 1101
Shear load cracked concrete 1101
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 90
Tension load non-cracked concrete 777
Tension load cracked concrete 680
APA410185 M10 x 185 Ø10 1.101,957 50 100 8423533769930
L - Length 185
d0 - Ø Drill 10
Drill hole depth min. 75
Min. anchor depth 68
tfix - Max. fixture thickness 105
Min. distance to edge “A” 180
SW - Installation key 17
Shear load non-cracked concrete 1101
Shear load cracked concrete 1101
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 30
Min. distance from axis "B" 90
Tension load non-cracked concrete 777
Tension load cracked concrete 680
APA412110 M12 x 110 Ø12 886,577 50 200 8423533769947
L - Length 110
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 14
Min. distance to edge “A” 210
SW - Installation key 19
Shear load non-cracked concrete 1596
Shear load cracked concrete 1596
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 60
Min. distance from axis "B" 105
Tension load non-cracked concrete 890
Tension load cracked concrete 769
APA412120 M12 x 120 Ø12 951,137 50 200 8423533769954
L - Length 120
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 24
Min. distance to edge “A” 210
SW - Installation key 19
Shear load non-cracked concrete 1596
Shear load cracked concrete 1596
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 60
Min. distance from axis "B" 105
Tension load non-cracked concrete 890
Tension load cracked concrete 769
APA412130 M12 x 130 Ø12 1.032,820 50 200 8423533866349
L - Length 130
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 34
Min. distance to edge “A” 210
SW - Installation key 19
Shear load non-cracked concrete 1596
Shear load cracked concrete 1596
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 60
Min. distance from axis "B" 105
Tension load non-cracked concrete 890
Tension load cracked concrete 769
APA412150 M12 x 150 Ø12 1.206,967 50 100 8423533866356
L - Length 150
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 54
Min. distance to edge “A” 210
SW - Installation key 19
Shear load non-cracked concrete 1596
Shear load cracked concrete 1596
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 60
Min. distance from axis "B" 105
Tension load non-cracked concrete 890
Tension load cracked concrete 769
APA412180 M12 x 180 Ø12 1.335,113 50 150 8423533866363
L - Length 180
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 84
Min. distance to edge “A” 210
SW - Installation key 19
Shear load non-cracked concrete 1596
Shear load cracked concrete 1596
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 60
Min. distance from axis "B" 105
Tension load non-cracked concrete 890
Tension load cracked concrete 769
APA412200 M12 x 200 Ø12 1.406,207 50 100 8423533769985
L - Length 200
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 104
Min. distance to edge “A” 210
SW - Installation key 19
Shear load non-cracked concrete 1596
Shear load cracked concrete 1596
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 140
hef - Effective depth 70
Tins - Torque (Nm) 60
Min. distance from axis "B" 105
Tension load non-cracked concrete 890
Tension load cracked concrete 769
APA416125 M16 x 125 Ø16 1.825,197 50 100 8423533866370
L - Length 125
d0 - Ø Drill 16
Drill hole depth min. 105
Min. anchor depth 97
tfix - Max. fixture thickness 8
Min. distance to edge “A” 255
SW - Installation key 24
Shear load non-cracked concrete 3204
Shear load cracked concrete 2620
Mº - M M16
df - Ø Element to fix 18
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 100
Min. distance from axis "B" 128
Tension load non-cracked concrete 1559
Tension load cracked concrete 1092
APA416145 M16 x 145 Ø16 2.048,510 25 100 8423533866387
L - Length 145
d0 - Ø Drill 16
Drill hole depth min. 105
Min. anchor depth 97
tfix - Max. fixture thickness 28
Min. distance to edge “A” 255
SW - Installation key 24
Shear load non-cracked concrete 3204
Shear load cracked concrete 2620
Mº - M M16
df - Ø Element to fix 18
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 100
Min. distance from axis "B" 128
Tension load non-cracked concrete 1559
Tension load cracked concrete 1092
APA416175 M16 x 175 Ø16 2.682,920 25 50 8423533866394
L - Length 175
d0 - Ø Drill 16
Drill hole depth min. 105
Min. anchor depth 97
tfix - Max. fixture thickness 58
Min. distance to edge “A” 255
SW - Installation key 24
Shear load non-cracked concrete 3204
Shear load cracked concrete 2620
Mº - M M16
df - Ø Element to fix 18
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 100
Min. distance from axis "B" 128
Tension load non-cracked concrete 1559
Tension load cracked concrete 1092
APA416190 M16 x 190 Ø16 2.778,400 25 50 8423533866400
L - Length 190
d0 - Ø Drill 16
Drill hole depth min. 105
Min. anchor depth 97
tfix - Max. fixture thickness 73
Min. distance to edge “A” 255
SW - Installation key 24
Shear load non-cracked concrete 3204
Shear load cracked concrete 2620
Mº - M M16
df - Ø Element to fix 18
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 100
Min. distance from axis "B" 128
Tension load non-cracked concrete 1559
Tension load cracked concrete 1092
APA416220 M16 x 220 Ø16 2.959,253 20 40 8423533770028
L - Length 220
d0 - Ø Drill 16
Drill hole depth min. 105
Min. anchor depth 97
tfix - Max. fixture thickness 103
Min. distance to edge “A” 255
SW - Installation key 24
Shear load non-cracked concrete 3204
Shear load cracked concrete 2620
Mº - M M16
df - Ø Element to fix 18
hmin - Min. substrate thickness 170
hef - Effective depth 85
Tins - Torque (Nm) 100
Min. distance from axis "B" 128
Tension load non-cracked concrete 1559
Tension load cracked concrete 1092
APA420200 M20 x 200 Ø20 4.566,043 20 40 8423533866417
L - Length 200
d0 - Ø Drill 20
Drill hole depth min. 125
Min. anchor depth 114
tfix - Max. fixture thickness 62
Min. distance to edge “A” 300
SW - Installation key 30
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M20
df - Ø Element to fix 22
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 200
Min. distance from axis "B" 150
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
APA420240 M20 x 240 Ø20 5.240,703 15 30 8423533866424
L - Length 240
d0 - Ø Drill 20
Drill hole depth min. 125
Min. anchor depth 114
tfix - Max. fixture thickness 102
Min. distance to edge “A” 300
SW - Installation key 30
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M20
df - Ø Element to fix 22
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 200
Min. distance from axis "B" 150
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
APA420285 M20 x 285 Ø20 6.165,123 10 20 8423533866431
L - Length 285
d0 - Ø Drill 20
Drill hole depth min. 125
Min. anchor depth 114
tfix - Max. fixture thickness 147
Min. distance to edge “A” 300
SW - Installation key 30
Shear load non-cracked concrete 4776
Shear load cracked concrete 3343
Mº - M M20
df - Ø Element to fix 22
hmin - Min. substrate thickness 200
hef - Effective depth 100
Tins - Torque (Nm) 200
Min. distance from axis "B" 150
Tension load non-cracked concrete 1990
Tension load cracked concrete 1393
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