Tag Archives
Steel design since 1932
Successive editions of BS 449 illustrate significant changes in steel design and practice over the last 90 years. For a recent project, the design rules since …
AD 427: Typographical error in P419
A few eagle-eyed readers have noticed a typographical error in SCI publication P419 Brittle fracture: selection of steel sub-grade to BS EN 1993-1-10, within …
Brittle fracture: selection of sub-grade for ‘quasi-static’ structures
Selection of steel sub-grade is an important responsibility for all steel designers, to manage the risk of brittle fracture. David Brown of the SCI discusses a …
AD 279: Brittle Fracture
This AD gives the limiting thickness t1 (mm) for plates, flats and rolled sections for S275 JR and S355 JR material that are expected to be included in the …
