Shopping Basket
Your shopping basket is currently empty
Quote Request Basket
Your quote request basket is currently empty
| Model | Part No. | Capacity (tonnes) | Beam Range (mm) | Max. Flange Thickness (mm) | a (mm) | b (mm) | d (mm) | e (mm) Max. | e (mm) Min. | g (mm) | k (mm) Max. | k (mm) Min. | h (mm) | Mass (kg) |
| WH-BC 2 | 027.200 | 2 | 76-190 | 20 | 130 | 3 | 90 | 254 | 133 | 275 | 263 | 223 | 20 | 4 |
| WH-BC 3 | 027.320 | 3.2 | 76-190 | 28 | 130 | 12 | 102 | 275 | 166 | 275 | 289 | 251 | 20 | 8 |
| WH-BC 3E | 027.320.E | 3.2 | 127-350 | 28 | 130 | 12 | 102 | 438 | 228 | 560 | 375 | 294 | 20 | 11.5 |
| WH-BC 4 | 027.400 | 4 | 150-254 | 24 | 130 | 10 | 112 | 371 | 185 | 410 | 369 | 308 | 25 | 11 |
| WH-BC 5 | 027.500 | 5 | 76-190 | 24 | 130 | 12 | 116 | 306 | 191 | 295 | 338 | 300 | 25 | 10 |
| WH-BC 5E | 027.500.E | 5 | 150-305 | 24 | 130 | 12 | 116 | 422 | 264 | 410 | 413 | 360 | 25 | 15 |
| WH-BC 6 | 027.600 | 6 | 203-457 | 36 | 140 | 12 | 116 | 608 | 267 | 560 | 511 | 402 | 25 | 18.8 |
| WH-BC 10 | 027/1000 | 10 | 203-457 | 36 | 140 | 20 | 118 | 608 | 267 | 560 | 530 | 421 | 32 | 28 |
| WH-BC 15 | 027/1500 | 15 | 203-457 | 66 | 170 | 20 | 116.5 | 648 | 400 | 660 | 684 | 608 | 40 | 49.5 |
| WH-BC 15E | 027/1500.E | 15 | 406-610 | 66 | 170 | 20 | 116.5 | 800 | 600 | 810 | 812 | 706 | 40 | 58.5 |

| Angle from Vertical | Degrees | >0° to 15° | 15° to 30° | 30° to 45° |
| Reduction Factor | Nil | 17.00% | 34.00% | 50.00% |
| Model | WLL | WLL | WLL | WLL |
| 027.200 | 2 tonne | **This Model is NOT Suitable For Any Side Loading** | ||
| 027.320 / 027.320.E | 3 tonne | 2.5 tonne | 2 tonne | 1.5 tonne |
| 027.400 | 4 tonne | 3.3 tonne | 2.6 tonne | 2 tonne |
| 027.500 / 027.500.E | 5 tonne | 4.1 tonne | 3.3 tonne | 2.5 tonne |
| 027.600 | 6 tonne | 5 tonne | 4 tonne | 3 tonne |
| 027/1000 | 10 tonne | 8.3 tonne | 6.5 tonne | 5 tonne |
| 027/1500 / 027/1500.E | 15 tonne | 12.4 tonne | 10 tonne | 7.5 tonne |
The above Working Load Limits and derations have been established specifically for most William Hackett clamps and only apply in overhead beam attachment, i.e, DO NOT apply if clamps are to be used for lifting beams.
The tables apply to William Hackett clamps only (selected models), and we strongly advise that stress calculations should be carried out (by the user's engineering department) for all support steelwork.
WARNING: All clamps must be correctly applied to the beam by a competent person and fully hand-tightened. If in doubt, contact the manufacturer for their recommendations.
NOTE: Clamp model 027.200 is not suitable for any side loading as it is of a lightweight design.

If you wish to receive a quote for this product, please use the tab, this form is for general enquiries regarding this product only.
You can also request a quote through the pricing tab!
You can easily add more than one item to the Quote Request. This is highly recommended as we will be able to suit your needs much more efficiently.
| Model | Part No. | Capacity (tonnes) | Beam Range (mm) | Max. Flange Thickness (mm) | a (mm) | b (mm) | d (mm) | e (mm) Max. | e (mm) Min. | g (mm) | k (mm) Max. | k (mm) Min. | h (mm) | Mass (kg) |
| WH-BC 2 | 027.200 | 2 | 76-190 | 20 | 130 | 3 | 90 | 254 | 133 | 275 | 263 | 223 | 20 | 4 |
| WH-BC 3 | 027.320 | 3.2 | 76-190 | 28 | 130 | 12 | 102 | 275 | 166 | 275 | 289 | 251 | 20 | 8 |
| WH-BC 3E | 027.320.E | 3.2 | 127-350 | 28 | 130 | 12 | 102 | 438 | 228 | 560 | 375 | 294 | 20 | 11.5 |
| WH-BC 4 | 027.400 | 4 | 150-254 | 24 | 130 | 10 | 112 | 371 | 185 | 410 | 369 | 308 | 25 | 11 |
| WH-BC 5 | 027.500 | 5 | 76-190 | 24 | 130 | 12 | 116 | 306 | 191 | 295 | 338 | 300 | 25 | 10 |
| WH-BC 5E | 027.500.E | 5 | 150-305 | 24 | 130 | 12 | 116 | 422 | 264 | 410 | 413 | 360 | 25 | 15 |
| WH-BC 6 | 027.600 | 6 | 203-457 | 36 | 140 | 12 | 116 | 608 | 267 | 560 | 511 | 402 | 25 | 18.8 |
| WH-BC 10 | 027/1000 | 10 | 203-457 | 36 | 140 | 20 | 118 | 608 | 267 | 560 | 530 | 421 | 32 | 28 |
| WH-BC 15 | 027/1500 | 15 | 203-457 | 66 | 170 | 20 | 116.5 | 648 | 400 | 660 | 684 | 608 | 40 | 49.5 |
| WH-BC 15E | 027/1500.E | 15 | 406-610 | 66 | 170 | 20 | 116.5 | 800 | 600 | 810 | 812 | 706 | 40 | 58.5 |

| Angle from Vertical | Degrees | >0° to 15° | 15° to 30° | 30° to 45° |
| Reduction Factor | Nil | 17.00% | 34.00% | 50.00% |
| Model | WLL | WLL | WLL | WLL |
| 027.200 | 2 tonne | **This Model is NOT Suitable For Any Side Loading** | ||
| 027.320 / 027.320.E | 3 tonne | 2.5 tonne | 2 tonne | 1.5 tonne |
| 027.400 | 4 tonne | 3.3 tonne | 2.6 tonne | 2 tonne |
| 027.500 / 027.500.E | 5 tonne | 4.1 tonne | 3.3 tonne | 2.5 tonne |
| 027.600 | 6 tonne | 5 tonne | 4 tonne | 3 tonne |
| 027/1000 | 10 tonne | 8.3 tonne | 6.5 tonne | 5 tonne |
| 027/1500 / 027/1500.E | 15 tonne | 12.4 tonne | 10 tonne | 7.5 tonne |
The above Working Load Limits and derations have been established specifically for most William Hackett clamps and only apply in overhead beam attachment, i.e, DO NOT apply if clamps are to be used for lifting beams.
The tables apply to William Hackett clamps only (selected models), and we strongly advise that stress calculations should be carried out (by the user's engineering department) for all support steelwork.
WARNING: All clamps must be correctly applied to the beam by a competent person and fully hand-tightened. If in doubt, contact the manufacturer for their recommendations.
NOTE: Clamp model 027.200 is not suitable for any side loading as it is of a lightweight design.

If you wish to receive a quote for this product, please use the tab, this form is for general enquiries regarding this product only.
You can also request a quote through the pricing tab!
You can easily add more than one item to the Quote Request. This is highly recommended as we will be able to suit your needs much more efficiently.
LiftingSafety uses cookies to improve your user experience.
Find out more