Tag Archives
AD 439: Transverse reinforcement in composite beams
This Advisory Desk note has been produced to reflect the publication in 2015 of P405 Minimum degree of shear connection rules for UK construction to Eurocode …
AD 416: Artificially reducing the effective width of slab to satisfy shear connection requirements
In composite construction, the effective width of slab to be used in composite beam design, as calculated from BS EN 1994-1-1 (clause 5.4.1.2) and the former …
AD 400: The degree of shear connection in composite beams and SCI P405
The stud resistances presented in both BS 5950-3.1 (as amended in 2010) and BS EN 1994-1-1 are lower than those given in the previous British Standard. This …
Design of composite beams with a reduced level of shear connection
Dr Graham Couchman considers SCI’s new publication P405 Minimum degree of shear connection rules for UK construction to Eurocode 4. Background Developments …
