Tag Archives
AD 381: Fatigue assessment of non-standard bridge details
The Advisory Desk has been made aware of some instances of fatigue failure in cross beam to main girder connections, arising from the use of a …
AD 379: Tying resistances of full depth end plates
An SCI member has pointed out some inconsistencies in the tying resistances for full depth end plates given in P358 Joints in steel construction; Simple joints …
AD 378: Web resistance to transverse loads according to BS EN 1993-1-5
Web resistance (which used to be described as web bearing and web buckling) is covered by Section 6 of BS EN 1993-1-5[1]. Although this Eurocode covers plated …
AD 377: Placement of headed stud shear connectors in troughs of profiled steel sheets with a central stiffener
Some types of profiled steel sheets (PSS) have a central stiffener in the trough, which makes it impossible to place the headed stud(s) centrally in the …
AD 376: Fire design of concrete-filled hollow steel columns to Eurocode 4
Depending on the constructional details, Section 4 of BS EN 1994-1-2 ¹ presents three alternative design procedures for fire design: Tabulated data for …
AD 374: Design of gusset plate connections
Following a failure, in 2012, of a relatively long gusset plate connection, the SCI has looked into the performance of the behaviour of gusset plates subject …
AD 375: BS 2853:2011 Steel overhead runway beams
For over 50 years, steel overhead runway beams for hoists have been designed to BS 2853:1957, Specification for the design and testing of steel overhead runway …
AD 373: Connections using preloaded bolts, subject to combined shear and tension
Queries have been raised regarding the verification of connections subject to combined shear and tension when using preloaded bolts, for connections designed …
AD 371: Design of cold-formed steel trapezoidal sheeting
Load/span tables provided by manufacturers are often used for the design of cold-formed steel trapezoidal profile sheeting (commonly referred to as decking). …
AD 369: Steel bearing piles – Pile driving formulae and driving resistance
This Advisory Desk Note provides guidance on the use of pile driving formulae commonly encountered when considering the design and installation of steel …
