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Hex Bolt - SWCH Steel Equivalent, Class 8.8, 8-Mark, M8 - M20, Coarse, Partially Threaded【1-120 Pieces Per Package】 (HXN8BH-ST3W-M10-150)
- Volume Discount
Strength classification 8T (minimum tensile load 80kgf / mm2) screw.
Part Number
Configured Part Number is shown.
HXN8BH-ST3W-M10-150
| Part Number |
|---|
| HXN8BH-ST3W-M10-150 |
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Basic Information
| Detailed Shape | Standard | Mounting Hole Shape | No | Material | SWCH Equivalent |
|---|---|---|---|---|---|
| Thread ridge Type | Metric coarse | Additional Shapes | Standard | Application | High Strength |
| Strength Class(Steel) | 8.8 |
Please check the type/dimensions/specifications of the part HXN8BH-ST3W-M10-150 in the Hex Bolt - SWCH Steel Equivalent, Class 8.8, 8-Mark, M8 - M20, Coarse, Partially Threaded series.
Specification/Dimensions
-
type
- HXN8BH-ST3W-M
- HXN8BH-STC-M
- HXN8BH-STCG-M
-
Nominal of Thread (M)
-
Length L (mm)
-
Surface Treatment
- Trivalent Chromate
- Chromate Plating
- Trivalent Chromate
-
Sales Unit
- Low Quantity Available beginning with 1 pc.
- Box/package
-
Thread Length(mm)
- 22
- 25
- 26
- 30
- 38
- 50
-
CAD
- 2D
- 3D
Days to Ship
-
- All
- 8 Days or Less
- 17 Days or Less
Specify Alterations
- The specifications and dimensions of some parts may not be fully covered. For exact details, refer to manufacturer catalogs .
Products like this...
| Part Number |
|---|
| HXN8BH-ST3W-M10-130 |
| HXN8BH-ST3W-M10-30 |
| HXN8BH-ST3W-M10-40 |
| HXN8BH-ST3W-M10-45 |
| HXN8BH-ST3W-M10-55 |
| HXN8BH-ST3W-M12-100 |
Additional Products in this Category
- Slotted Hex Bolt - M4 - M12, Coarse
- Hex Bolt - SWCH Steel Equivalent, Class 8.8, M6 - M22, Coarse
- Hex Bolt - Chrome-moly Steel, Class 10.9, Black Oxide Coating, M12, Fine
- Hex Bolt - SWCH Steel Equivalent, Class 8.8, 7-Mark, M8 - M16, Coarse
- Hex Bolt - Steel, Class 10.9, M10 - M16, Fine
- Slotted Hex Bolt - Green, Brass, M4 - M12, Fine
- Flanged Hex Bolt - M5 - M12, Coarse
- Hex Bolt - LOCTITE "Precoat" 202 10mm Coating Applied at 1-2 Gaps From Tip, Stainless Steel, M6, Coarse
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While we are not able to respond directly to comments submitted in this form, the information will be reviewed for future improvement.
Please use the inquiry form.
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