Advisory Desk Notes

Advisory Desk or AD Notes reflect recent developments in technical standards or new knowledge that designers need to be made aware of. Some of them arise because a question is being frequently asked of the steel sector’s technical advisers. They have always been recognised as essential reading for all involved in the design of constructional steelwork. Published by the SCI in NSC magazine, they are brought together here for your reference.

• AD 434: Validity rules for hollow section joints, October 2019
• AD 433: Dynamic modulus of concrete for floor vibration analysis, September 2019
• AD 432: Wind loads on building canopies, July 2019
• AD 431: Column web panel strengthening, June 2019
• AD 430: Wind load on unclad frames, May 2019
• AD 429: Slip factors for alkali-zinc silicate paint, April 2019
• AD 428: Draft guidance: lateral and torsional vibration of half-through truss footbridges, March 2019
• AD 427: Typographical error in P419, February 2019
• AD 426: Bolt head protrusion through nuts and threads in grip lengths, January 2019
• AD 425: Full depth stiffeners and lateral torsional buckling, January 2019
• AD 424: Shear stud length, November 2018
• AD 423: Reduction in bending resistance due to high shear, October 2018
• AD 422: Punching shear check for fin plates in P358, September 2018
• AD 421: Design responsibility for welds in fabricated plate girders, September 2018
• AD 420: Minimum values of shear and bending moment in beams with web openings, July 2018
• AD 419: Composite beams with different positions of web openings, June 2018
• AD 418: Web-post buckling in composite beams with rectangular and elongated web openings, May 2018
• AD 417: Resistance of sections to combined shear and bending, April 2018
• AD 416: Artificially reducing the effective width of slab to satisfy shear connection requirements, March 2018
• AD 415: Vertical tying of columns and column splices, February 2018
• AD 414: Slip-resistant connections to BS EN 1993-1-8, January 2018
• AD 413: Shear resistances of M12 bolts, January 2018
• AD 412: Issues related to coatings and availability of structural fasteners, November 2017
• AD 411: Design of web to flange welds in plate girders, October 2017
• AD 410: Pouring concrete to a constant thickness or to a constant plane, September 2017
• AD 409: Recent Blue and Orange Book developments, July 2017
• AD 408: Effective length of cantilevers, June 2017
• AD 407: Section Classification, May 2017
• AD 406: Transient response factors in vibration analysis of staircases, April 2017
• AD 405: Vibration assessment of transient response factors, March 2017
• AD 404: Columns in simple construction, February 2017
• AD 403: Steel strengths for fabricated haunches, January 2017
• AD 402: Design of end plate joints made with preloaded bolts subject to coincident shear and tension, Nov/Dec 2016
• AD 401a: Appropriate anchorage of parallel decking (Revised), March 2017
• AD 401: Appropriate anchorage of parallel decking, October 2016
• AD 400: The degree of shear connection in composite beams and SCI P405, September 2016
• AD 399: Design of partial penetration butt welds in accordance with BS EN 1993-1-8, July/Aug 2016
• AD 398: Net area for staggered holes in accordance with Eurocode 3, June 2016
• AD 397: UK NA to BS EN 1991-1-3: General Actions – Snow loads, May 2016
• AD 396: Tying resistance of flexible end plates in one-sided connections, March 2016
• AD 395: Nominally pinned connections and axial forces, April 2016
• AD 394: New Rules on the Selection of Execution Class for Structural Steel, February 2016
• AD 393: Minimum requirements for column splices in accordance with Eurocodes, January 2016
• AD 392: Frame stability tool on www.steelconstruction.info, Nov/Dec 2015
• AD 391: Lateral Torsional Buckling of rectangular plates in accordance with BS EN 1993-1-1, October 2015
• AD 390: Lateral Torsional Buckling of channels in accordance with EN 1993-1-1, September 2015
• AD 389: Acceptable design codes for CE Marking of fabricated steelwork, July/Aug 2015
• AD 388: Partial factors for material properties for design in the UK, June 2015
• AD 387: Elastic critical moment and correction factor (g) for bi-symmetric I-sections, May 2015
• AD 386: Clarification of notch dimensions and shear resistances in SCI P358 (Green Book on Simple Joints), February 2015
• AD 385: Questions and Answers on SCI P391, January 2015
• AD 384: Welding in cold-formed zones, Nov/Dec 2014
• AD 383: Use of alkali-zinc silicate paint in slip-resistant bolted connections, September 2014
• AD 382: Bending resistance and moment-shear interaction limits for longitudinally stiffened beams designed to EN 1993-1-5, July/Aug 2014
• AD 381: Fatigue assessment of non-standard bridge details, May/June 2014
• AD 380: What height of shear stud should be used in Eurocode 4?, Mar/Apr 2014
• AD 379: Tying resistances of full depth end plates, Jan/Feb 2014
• AD 378: Web resistance to transverse loads according to BS EN 1993-1-5, Nov/Dec 2013
• AD 377: Placement of headed stud shear connectors in troughs of profiled steel sheets with a central stiffener, Sep/Oct 2013
• AD 376: Fire design of concrete-filled hollow steel columns to Eurocode 4, July/Aug 2013
• AD 375: BS 2853:2011 Steel overhead runway beams, May/June 2013
• AD 374: Design of gusset plate connections, May/June 2013
• AD 373: Connections using preloaded bolts, subject to combined shear and tension, Mar/Apr 2013
• AD 372: Vibration checks of floors, Jan/Feb 2013
• AD 371: Design of cold-formed steel trapezoidal sheeting, Nov/Dec 2012
• AD 370: Weld design for beam end plate connections in accordance with SCI P358, Sep/Oct 2012
• AD 369: Steel bearing piles: Pile driving formulae and driving resistance, July/Aug 2012
• AD 368: Shear resistance of I-sections in P363, June 2012
• AD 367: Construction loading for composite slabs – update to P364, May 2012
• AD 366: Bolts and Pins – Background information ASM 22.3.12, April 2012
• AD 365: Welding of shear studs to galvanized steel beams, February 2012
• AD 364: Welding stainless steel, January 2012
• AD 363: Geotechnical actions on structures – choice of partial factors, Nov/Dec 2011
• AD 362: Headed shear studs – Resistance and minimum degree of shear connection in composite beams with decking, October 2011
• AD 361: Mono pitched portal frames in fire boundary conditions, September 2011
• AD 360: Movement joints in steel-framed buildings, July/Aug 2011
• AD 359: Weathering steel bolts, June 2011
• AD 358: Design thickness of cold formed members and sheeting, May 2011
• AD 357: Flexural buckling of Tees to EC3, April 2011
• AD 356: Design of compression stiffeners to BS EN 1993, March 2011
• AD 355: Hydrogen embrittlement of bolts, March 2011
• AD 354: Resistance of bolted connections in tension, for design to BS EN 1993-1-8, February 2011
• AD 353: Execution class for bridge steelwork, January 2011
• AD 352: Fatigue assessment of crane supporting structures to Eurocode 3, January 2011
• AD 351: Tension resistance of angles in SCI P363, Nov/Dec 2010
• AD 350: Heating pipes in composite floors – effects on slab beam design, Nov/Dec 2010
• AD 349: Shear resistance of Parallel Flange Channels in the Eurocode Blue Book, October 2010
• AD 348: Bolt resistance tables in the Eurocode Blue Book, September 2010
• AD 347: Saw cutting of composite slabs to control cracking, July/Aug 2010
• AD 346: Design actions during concreting for beams and decking in composite floors, June 2010
• AD 345: Load factors in BS 5950-1:2000 for crane loading, May 2010
• AD 344: Levelling techniques for composite floors, April 2010
• AD 343: Position of reinforcing mesh relative to stud shear connectors in composite slabs, March 2010
• AD 342: Stainless steel fasteners, February 2010
• AD 341: Corrigenda for P362, January 2010
• AD 340: Elastic Moduli of Angle Sections, January 2010

For earlier AD Notes, please visit NSC magazine and use the search facility. Alternatively, if you are an SCI member, they are also available on Steelbiz.