The HadleySFS load tables are the result of thorough 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
HadleySFS Section Properties
- Section properties are given for HadleySFS lipped cee channels of steel grade S450GD+Z275 to BS EN 10346.
- Values are given for gross properties and based on the effective width methods for local and distortional buckling only.
- Global buckling resistances are subject to member length and available restraint, requiring calculation in accordance with Section 6.2 of BS EN 1993-1-3:2006 using the values provided.
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