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

Metal fixings - MTP-G

MTP-G

Through bolt anchor for heavy loads in cracked & uncracked concrete. Opt.1 ETA Assessed. ATLANTIS C3-L shaft. A4 Stainless steel clip.

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

Cracked concrete

Concrete

Concrete

Reinforced concrete

Reinforced concrete

Stone

Stone

Code Dimension €/100 Pcs. Box Pcs. Masterbox EAN technical info.
APG06060 M6 x 60 Ø6 67,393 200 1.200 8423533751478
L - Length 60
d0 - Ø Drill 6
Drill hole depth min. 50
Min. anchor depth 46
tfix - Max. fixture thickness 10
Min. distance to edge “A” 60
SW - Installation key 10
Shear load non-cracked concrete 352
Mº - M M6
df - Ø Element to fix 7
hmin - Min. substrate thickness 100
hef - Effective depth 40
Tins - Torque (Nm) 7
Min. distance from axis "B" 120
Tension load non-cracked concrete 243
APG06070 M6 x 70 Ø6 69,460 200 1.200 8423533751485
L - Length 70
d0 - Ø Drill 6
Drill hole depth min. 50
Min. anchor depth 46
tfix - Max. fixture thickness 20
Min. distance to edge “A” 60
SW - Installation key 10
Shear load non-cracked concrete 352
Mº - M M6
df - Ø Element to fix 7
hmin - Min. substrate thickness 100
hef - Effective depth 40
Tins - Torque (Nm) 7
Min. distance from axis "B" 120
Tension load non-cracked concrete 243
APG06100 M6 x 100 Ø6 76,190 200 800 8423533751492
L - Length 100
d0 - Ø Drill 6
Drill hole depth min. 50
Min. anchor depth 46
tfix - Max. fixture thickness 50
Min. distance to edge “A” 60
SW - Installation key 10
Shear load non-cracked concrete 352
Mº - M M6
df - Ø Element to fix 7
hmin - Min. substrate thickness 100
hef - Effective depth 40
Tins - Torque (Nm) 7
Min. distance from axis "B" 120
Tension load non-cracked concrete 243
APG08050 M8 x 50 Ø8 89,030 100 800 8423533749734
L - Length 50
d0 - Ø Drill 8
Drill hole depth min. 40
Min. anchor depth 37
tfix - Max. fixture thickness 2
Min. distance to edge “A” 72
SW - Installation key 13
Shear load non-cracked concrete 392
Shear load cracked concrete 275
Mº - M M8
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 30
Tins - Torque (Nm) 15
Min. distance from axis "B" 144
Tension load non-cracked concrete 182
Tension load cracked concrete 130
APG08060 M8 x 60 Ø8 87,840 100 800 8423533751447
L - Length 60
d0 - Ø Drill 8
Drill hole depth min. 40
Min. anchor depth 37
tfix - Max. fixture thickness 12
Min. distance to edge “A” 72
SW - Installation key 13
Shear load non-cracked concrete 392
Shear load cracked concrete 275
Mº - M M8
df - Ø Element to fix 9
hmin - Min. substrate thickness 100
hef - Effective depth 30
Tins - Torque (Nm) 15
Min. distance from axis "B" 144
Tension load non-cracked concrete 182
Tension load cracked concrete 130
APG08075 M8 x 75 Ø8 104,630 100 600 8423533725448
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) 15
Min. distance from axis "B" 144
Tension load non-cracked concrete 405
Tension load cracked concrete 243
APG08095 M8 x 95 Ø8 113,097 100 600 8423533749741
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) 15
Min. distance from axis "B" 144
Tension load non-cracked concrete 405
Tension load cracked concrete 243
APG08115 M8 x 115 Ø8 130,777 100 400 8423533749758
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) 15
Min. distance from axis "B" 144
Tension load non-cracked concrete 405
Tension load cracked concrete 243
APG10070 M10 x 70 Ø10 136,783 100 400 8423533751454
L - Length 70
d0 - Ø Drill 10
Drill hole depth min. 60
Min. anchor depth 53
tfix - Max. fixture thickness 5
Min. distance to edge “A” 90
SW - Installation key 17
Shear load non-cracked concrete 1014
Shear load cracked concrete 1009
Mº - M M10
df - Ø Element to fix 12
hmin - Min. substrate thickness 100
hef - Effective depth 45
Tins - Torque (Nm) 40
Min. distance from axis "B" 180
Tension load non-cracked concrete 325
Tension load cracked concrete 232
APG10090 M10 x 90 Ø10 157,570 100 400 8423533725479
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 485
APG10105 M10 x 105 Ø10 170,273 50 300 8423533749765
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 485
APG10115 M10 x 115 Ø10 178,993 50 200 8423533749772
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 485
APG10135 M10 x 135 Ø10 196,837 50 200 8423533749789
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 485
APG10165 M10 x 165 Ø10 241,887 50 200 8423533749796
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 485
APG10185 M10 x 185 Ø10 261,543 50 150 8423533749802
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 485
APG12080 M12 x 80 Ø12 237,603 50 300 8423533749819
L - Length 80
d0 - Ø Drill 12
Drill hole depth min. 65
Min. anchor depth 60
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 1182
Mº - M M12
df - Ø Element to fix 14
hmin - Min. substrate thickness 100
hef - Effective depth 50
Tins - Torque (Nm) 60
Min. distance from axis "B" 210
Tension load non-cracked concrete 585
Tension load cracked concrete 417
APG12110 M12 x 110 Ø12 273,590 50 200 8423533725523
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 1399
Tension load cracked concrete 777
APG12130 M12 x 130 Ø12 324,457 50 200 8423533749833
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 1399
Tension load cracked concrete 777
APG12150 M12 x 150 Ø12 346,950 50 100 8423533749840
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 1399
Tension load cracked concrete 777
APG12180 M12 x 180 Ø12 386,483 50 150 8423533725554
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 1399
Tension load cracked concrete 777
APG12200 M12 x 200 Ø12 376,850 50 150 8423533749857
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 1399
Tension load cracked concrete 777
APG16125 M16 x 125 Ø16 529,767 25 100 8423533725561
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” 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 1310
APG16145 M16 x 145 Ø16 560,280 25 100 8423533725578
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 1310
APG16175 M16 x 175 Ø16 616,097 25 50 8423533749864
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 1310
APG16220 M16 x 220 Ø16 766,087 25 50 8423533725592
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 1310
APG20170 M20 x 170 Ø20 952,813 20 40 8423533749888
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 4258
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" 300
Tension load non-cracked concrete 2388
Tension load cracked concrete 1456
APG20200 M20 x 200 Ø20 961,957 20 40 8423533751461
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 4258
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" 300
Tension load non-cracked concrete 2388
Tension load cracked concrete 1456
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