NP
Contact us You can contact us using any of the methods below. Unit 3 Durham Lane Armthorpe Doncaster South Yorkshire DN3 3FE England +44 (0)1302 836010 +44 (0)1302 836012 sales@npfasteners.com
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NORTHERN PRECISION LTD
Accreditations Northern Precision Ltd operate a quality management system in accordance with ISO 9001:2008. The ISO 9001:2008 standard is recognised worldwide and you can be assured of the benefits of working with a certified company knowing that our management systems are constantly assessed and improved.
Registered in England & Wales Company number 3275391
V.A.T Registration number GB 684 1384 17
NP
NORTHERN PRECISION LTD
Specialist Fasteners for Sheet Metal
+44 (0) 1302 836010
+44 (0) 1302 836012
Tel:
Fax:
sales@npfasteners.com
Quality
Service
Reliability
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Testing Method
Hardened bush. A minimum of 6 fully engaged threads is recommended on both sides.
Test panel held firmly in vice.
Applied torque from dial measuring torque wrench.
Minimum grade 5 bolt (grade 8 for NHTS & NHFE fasteners).
Torque-out testing of Self-Clinching Thin Panel High Strength Studs should be performed by the gradual application of torque as shown while the test panel is securely held in a vice. The bolt must be of a sufficient grade to resist thread stripping. Torque must be gradually applied until failure is observed and a maximum applied torque reading is recorded. Failure mode is the stud turning in the panel, cam-out, or dependent on stud type/size, thread failure.
Pull-through test for Self-Clinching Thin Panel High Strength Studs should be performed by the gradual application of an axial load as shown. A hardened bushing with a through-hole 0.5mm greater than the diameter of the thread should be centred over the stud and inserted into the test rig lower link. A hardened threaded bushing should be inserted into the test rig upper link and screwed down onto the stud. An axial load is then gradually applied on a tensile testing machine to separate the links until a failure point is reached. Please note that the pull-through values obtained during this test do not indicate the axial strength of the stud threads. Pull-through values pertain only to the amount of force required to pull the stud through the panel.
Tensile testing rig upper link
Tensile testing rig lower link
Hardened bushing
Hardened threaded bushing. A minimum of 6 fully engaged threads is recommended.
Applied Load.
Torque-through testing of Self-Clinching Thin Panel High Strength Studs should be performed by the gradual application of torque as shown while the test panel is securely held in a vice. The hex nut must be of sufficient grade to resist thread stripping. Torque must be gradually applied until failure is observed. Failure mode may vary depending on fastener type, size, length and the properties of the panel the part is installed into. The fastener may actually fracture instead of the head pulling through the panel. Please note that the torque-through values obtained during this test do not indicate the axial strength of the stud threads, the allowable nut tightening torque or the design loading of the assembled component. Torque-through values pertain only to the amount of torque required to pull the stud through the panel.
M5 - 7.30mm M6 - 8.30mm M8 - 10.30mm
First punch or drill the correct size hole. Do not deburr or chamfer the hole prior to installation as this will remove material required during the clinching process. It is preferable to install the fastener from the punch side of the panel.   Place the fastener in the prepared hole in the panel and then locate the fastener in the anvil like in the diagram above.   With the panel held level, apply a parallel squeezing force until the castellations are fully embedded in the panel. This fastener is not designed to install flush, correct installation should leave the head protruding slightly (refer to S dimension). Do not over install the fastener into the panel as this will result in panel deformation.   When installing Self-Clinching fasteners, please pay attention to the minimum hole centreline to edge and parent material hardness limitations.
Performance
Thread size
M5
Installation (kN)
Torque-out (Nm)
Pushout (N)
38
Pull-thru (N)
690
8.1
9.7
51
1350
8.1
10.6
M6
39
750
11.8
1402
60
1400
14.4
15.5
M8
42
1230
23.5
25.0
71
2400
33.9
27.5
1.0mm Aluminium
Test sheet material
1.0mm Steel
1.0mm Aluminium
1.0mm Steel
1.5mm Aluminium
1.5mm Steel
Max. nut tightening Torque (Nm)
4.4
10.0
21.7
All performance figures are averages obtained over a range of installations and should be used as an indicator only. Panel material, hole preparation, installation tooling and method can affect part performance. We always recommend that you carry out your own tests in the actual application. Please call our sales team and we will be happy to provide you with samples as well as offering technical assistance.
Installation
Anvil Dimensions
A +0.08
6.03
5.03
8.03
Thread size
M6
M5
M8
C +0.2
11.75
10.00
15.75
D +0.03
1.39
1.17
2.00
B +0.1
6.60
5.60
8.60
Pocket punch detail. Pocket provides clearance for head protrusion, minimising risk of over installation.
Countersunk hole style anvil for 1.50mm or less panel thickness for thread sizes M5 and M6 and 1.90mm or less panel thickness for thread size M8.
Straight thru hole style anvil for  1.51mm minimum panel thickness for thread sizes M5 and M6 and 1.90mm minimum panel thickness for thread size M8.
√  X
Do not remove any extra material or chamfer the hole as this could result in improper installation or reduced performance.
HRB (ROCKWELL HARDNESS B SCALE) Ensure that you are installing into a panel that is ductile and at or below the published maximum recommended hardness for the fastener.
Ensure that attention is paid to the minimum hole centreline to edge dimension for each fastener. Installing too close to an edge or bend could result in improper installation or reduced performance. Minimum centreline to edge dimensions shown for each fastener apply to one edge only. If this distance is applied on multiple sides there will be significant panel distortion unless the panel edges are supported during installation.
X  √  Min C/L to Edge Min C/L to Edge
Material & Finish
Electro Zinc Plated through-hardened Steel (ZI) parts are suitable for installation in ductile panels with a maximum recommended hardness of 85 HRB.
Part Number Examples
Part number is made up as follows: (Type)-(Thread)-(Length)-(Material/Finish code) For example: NHFE-M6-20-ZI (Heavy Duty Stud-M6-20mm long-electro zinc plated through-hardened steel) Use part designation NHTSD to specify a dog-point thread lead-in (special order).
RoHS REACH COMPLIANT
Info
Self-Clinching Thin Panel High Strength Studs provide high strength captivated male threads in panels as thin as 1.0mm. This fastener does not install fully flush on the underside of the panel. Utilising a special proven castellated clinch feature and a larger diameter head, this fastener has very high torque- out, pull-through and push-out characteristics whilst providing minimal protrusion on the underside of the panel (refer to S dimension). Like all self clinching fasteners they are installed using a parallel squeezing action, so require access to both sides of the panel.   Thin Panel High Strength Studs are available in a range of thread sizes and lengths, manufactured from electro zinc plated through-hardened steel and are suitable for installation in ductile panels with a recommended maximum hardness of 85 HRB. Thin Panel High Strength Studs can also be supplied with a dog-point thread lead-in to aid component assembly.
Self Clinching Thin Panel High Strength Studs
Type NHFE
SELF-CLINCHING THIN PANEL HIGH STRENGTH STUDS
self-clinching thin panel high strength studs
A
Length of stud +3.2mm min.
A
Length of stud +3.2mm min.
90°
B
Hardened bushing with sufficient wall thickness to withstand applied compression load.
Head Dia. + 1.6mm
Test panel.
Applied Load from compression gauge.
Compression rig base.
Push-out testing of Self-Clinching Thin Panel High Strength Studs should be performed by the gradual application of a load as shown above. Bushing height should be sufficient to allow free downward movement of the stud during testing. The bushing bore must be centred on the head of the stud.
Counter-bored bushing detail.
Major Thread Dia. + 0.08mm
M5 - 7.30mm M6 - 8.30mm M8 - 10.30mm
At Least 2 x minimum recommended panel thickness for part.
Axial pull-through (kN) load can be calculated by dividing the torque result (Nm) by (0.2 x major dia. of thread).
Hardened Hexagon Nut
Hardened counter-bored bushing.
Test panel held securely in vice.
Applied torque from dial measuring torque wrench. ANVIL ANVIL ANVIL ANVIL C D PUNCH PUNCH PUNCH PUNCH