Technical Digest
2018
4 Stainless steel
Stainless steel in construction
6 Cold formed sections
Cold formed sections
8 Design checks
Members subject to combined bending and compression
10 Shear and bending
The resistance of cross sections subject to shear and bending – theoretical analysis and
practical design rules
12 Fin plates
The use of S355 fin plates
14 Bridges
U-frames in bridges
16 Buckling
Buckling resistance of uniform members in bending
18 Fatigue
Introduction to fatigue design to BS EN 1993-1-9s
20 Composite slabs
Temperature profiles through composite slabs at elevated temperatures
22 Composite beams
Composite deam design at elevated temperature: comparisons between different
temperature distributions in the concrete flange
26 Advisory Desk
AD 413: Shear resistances of M12 bolts
AD 414: Slip-resistant connections to BS EN 1993-1-8
AD 415: Vertical tying of columns and column splices
AD 416: Artificially reducing the effective width of slab to satisfy shear connection
requirements
AD 417: Resistance of sections to combined shear and bending
AD 418: Web-post buckling in composite beams with rectangular and elongated web
openings
AD 419: Composite beams with different positions of web openings
AD 420: Minimum values of shear and bending moment in beams with web openings
AD 421: Design responsibility for welds in fabricated plate girders
AD 422: Punching shear check for fin plates in P358
AD 423: Reduction in bending resistance due to high shear
AD 424: Shear stud length
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EDITORIAL ADVISORY BOARD
Ms S McCann-Bartlett (Chair)
Mr N Barrett; Mr G Couchman, SCI; Mr C Dolling, BCSA;
Ms S Gentle, SCI; Ms N Ghelani, Mott MacDonald;
Mr R Gordon; Ms K Harrison, Heyne Tillett Steel;
Mr G H Taylor, Caunton Engineering;
Mr A Palmer, BuroHappold Engineering;
Mr O Tyler, WilkinsonEyre
Mr J Sanderson, Cairnhill Structures
The role of the Editorial Advisory Board is to advise on the
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suitable topics relating to steel construction. Publication
is at the discretion of the Editor. Views expressed in this
publication are not necessarily those of the BCSA, SCI, or
the Contract Publisher. Although care has been taken to
ensure that all information contained herein is accurate with
relation to either matters of fact or accepted practice at the
time of publication, the BCSA, SCI and the Editor assume no
responsibility for any errors or misinterpretations of such
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All rights reserved ©2019. ISSN 0968-0098
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