Perfilado Profundo Costa com Costa em Aço Inox 316L 3000×2,5mm

Steel with a Minimum yield strength 280 N/mm².
Beams are assumed to be simply supported.
Load and deflection are calculated using a safety factor of 1.6 and an allowable stress of 175N/mm²
Results given are for Pre-galvanised steel.
Beam loads are calculated from the column face and effective length in BS5950.
The tables show:
– The max safe working load,
– The load to give 1-200 deflection,
– Load to give 1-360 deflection – the deflection used will depend on the installation designer.
This also applies to Point and UDL loads.