Tag Archives
AD 455: Design resistances for bespoke components in P358 (Green Book)
A reader has questioned the design resistances tabulated for bespoke components in P358 – the Green Book for nominally pinned joints to Eurocode 3. The …
AD 422: Punching shear check for fin plates in P358
This AD note relates to Check 10 for fin plates in P358 Simple Joints to Eurocode 3 (the Eurocode “Green Book” on simple connections). Check 10 includes …
Rebuilding a City tower
Situated within the Bank of England Conservation Area, the 1970s-built One Angel Court is being rebuilt with a steel frame to create a standout City of London …
AD 386: Clarification of notch dimensions and shear resistances in SCI P358 (Green Book on Simple Joints)
On page T-4 of SCI P358[1], Table G.1 Note 4 states that for double notched beams, the remaining depth of web is taken as the end plate length. This is …
