Tag Archives
AD 357: Flexural buckling of Tees to EC3
Clause BB.1 in BS EN 1993-1-1:2005 covers “Flexural buckling of members in triangulated and lattice structures”. Specific guidance is given for Angles as …
AD 356: Design of compression stiffeners to BS EN 1993
This Advisory Desk note presents a summary of the procedure for the design of compression stiffeners in accordance with BS EN 1993. In BS 5950-1:2000, the need …
AD 355: Hydrogen embrittlement of bolts
The Advisory Desk has been asked to draw attention to the need to ensure avoidance of hydrogen embrittlement of higher grade bolts (above property class 8.8) …
AD 353: Execution class for bridge steelwork
With the switch to Eurocodes for the design of bridges, project specifications are now being drawn up based on the use of the execution standard BS EN 1090-2 …
AD 352: Fatigue assessment of crane supporting structures to Eurocode 3
This Advisory Desk note offers advice on fatigue assessment of crane girders (described in the Eurocodes as “runway beams”) and other crane supporting …
AD 351: Tension resistance of angles in SCI P363
The Advisory Desk has received a number of questions regarding the tension resistance tables provided in the “Eurocode Blue Book” (SCI publication P363) …
AD 350: Heating pipes in composite floors – effects on slab beam design
The purpose of this AD Note is to give advice on the design of composite beams and composite slabs when polypropylene heating pipe systems are installed within …
AD 348: Bolt resistance tables in the Eurocode Blue Book
This AD Note provides clarification of resistance values given in SCI publication P363 Steel building design: Design data (the Eurocode Blue Book). The …
AD 347: Saw cutting of composite slabs to control cracking
The purpose of this AD Note is to discuss the issues involved in the use of saw cutting to form crack inducing joints in composite slabs and to emphasise the …
AD 343: Position of reinforcing mesh relative to stud shear connectors in composite slabs
The purpose of this Advisory Desk note is to clarify the requirements for the position of mesh reinforcement relative to stud shear connectors in composite …
