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MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.
MTP-AT - Through bolt anchor for heavy loads in cracked & uncracked concrete.

Metal fixings - MTP-AT

MTP-AT

Through bolt anchor for heavy loads in cracked & uncracked concrete. Opt.1 ETA Assessed. ATLANTIS C4-M shaft. Stainless clip.

Amplify information > CAD data

Assessments and certificates Show downloads

ETA CU 12-0397
SEISMIC C1
SEISMIC C1&C2
Fire restistant
VDS
CE
Installation - MTP-AT - 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.
APAT08075 M8 x 75 Ø8 136,019 100 600 8423533896520
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” 72
SW - Installation key 13
Shear load non-cracked concrete 641
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) 20
Min. distance from axis "B" 144
Tension load non-cracked concrete 364
Tension load cracked concrete 202
APAT08095 M8 x 95 Ø8 147,026 100 600 8423533896537
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” 72
SW - Installation key 13
Shear load non-cracked concrete 641
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) 20
Min. distance from axis "B" 144
Tension load non-cracked concrete 364
Tension load cracked concrete 202
APAT08115 M8 x 115 Ø8 170,010 100 400 8423533896544
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” 72
SW - Installation key 13
Shear load non-cracked concrete 641
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) 20
Min. distance from axis "B" 144
Tension load non-cracked concrete 364
Tension load cracked concrete 202
APAT10090 M10 x 90 Ø10 204,841 100 400 8423533896551
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” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1014
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 874
Tension load cracked concrete 461
APAT10105 M10 x 105 Ø10 221,355 50 300 8423533896568
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” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1014
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 874
Tension load cracked concrete 461
APAT10115 M10 x 115 Ø10 232,691 50 200 8423533896575
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” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1014
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 874
Tension load cracked concrete 461
APAT10135 M10 x 135 Ø10 255,888 50 200 8423533896582
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” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1014
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 874
Tension load cracked concrete 461
APAT10165 M10 x 165 Ø10 314,453 50 200 8423533896599
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” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1014
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 874
Tension load cracked concrete 461
APAT10185 M10 x 185 Ø10 334,940 50 150 8423533896605
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” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1014
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 120
hef - Effective depth 60
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 874
Tension load cracked concrete 461
APAT12100 M12 x 100 Ø12 323,334 50 200 8423533896612
L - Length 100
d0 - Ø Drill 12
Drill hole depth min. 85
Min. anchor depth 80
tfix - Max. fixture thickness 4
Min. distance to edge “A” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT12110 M12 x 110 Ø12 355,667 50 200 8423533896629
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” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT12120 M12 x 120 Ø12 389,348 50 200 8423533896636
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” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT12130 M12 x 130 Ø12 421,794 50 200 8423533896643
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” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT12150 M12 x 150 Ø12 451,035 50 100 8423533896650
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” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT12180 M12 x 180 Ø12 502,428 50 150 8423533896667
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” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT12200 M12 x 200 Ø12 489,905 50 150 8423533896674
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” 105
SW - Installation key 19
Shear load non-cracked concrete 1474
Shear load cracked concrete 1474
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" 210
Tension load non-cracked concrete 971
Tension load cracked concrete 582
APAT16145 M16 x 145 Ø16 728,364 25 100 8423533896681
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” 128
SW - Installation key 24
Shear load non-cracked concrete 2744
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" 255
Tension load non-cracked concrete 1747
Tension load cracked concrete 1214
APAT16175 M16 x 175 Ø16 800,926 25 50 8423533896698
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” 128
SW - Installation key 24
Shear load non-cracked concrete 2744
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" 255
Tension load non-cracked concrete 1747
Tension load cracked concrete 1214
APAT16220 M16 x 220 Ø16 995,913 25 50 8423533896704
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” 128
SW - Installation key 24
Shear load non-cracked concrete 2744
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" 255
Tension load non-cracked concrete 1747
Tension load cracked concrete 1214
APAT20170 M20 x 170 Ø20 1.238,657 20 40 8423533896711
L - Length 170
d0 - Ø Drill 20
Drill hole depth min. 125
Min. anchor depth 114
tfix - Max. fixture thickness 32
Min. distance to edge “A” 150
SW - Installation key 30
Shear load non-cracked concrete 4934
Shear load cracked concrete 4672
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" 300
Tension load non-cracked concrete 2225
Tension load cracked concrete 1416
APAT20200 M20 x 200 Ø20 1.250,544 20 40 8423533896728
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” 150
SW - Installation key 30
Shear load non-cracked concrete 4934
Shear load cracked concrete 4672
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" 300
Tension load non-cracked concrete 2225
Tension load cracked concrete 1416
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