The HadleySFS load tables are the result of through testing and engineering to ensure the optimum performance of the steel frame. Performance has been calculated in line with industry standard BS EN1993-1-3: 2006.
If you have questions about your project, our in-house technical team are on hand to provide no obligation advice and guidance.
If you have questions about your project, our in-house technical team are on hand to provide no obligation advice and guidance.
Load span data presented is based on the following:
- Studs spaced at 600mm centres
- Deflection is limited to L/360
- Wind pressures stated are unfactored
Note: a mid span restraint shall be specified for studs greater than than 3.5m
