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Author:David Brown ,The Steel Construction Institute(Author); David Brown ,The Steel Construction Institute(Author);

Date published:01/01/2002

This publication gives recommendations on the application of BS 6399-2:1997 (including amendment 1). It gives an overview of the two principal calculation methods and offers guidance on how to reduce the conservatism of the 'Standard Method'.

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Author:P. Brett, J. Rushton

Date published:04/10/2002

This publication presents a method of design for steel framed buildings using a parallel beam grillage system in which continuous composite secondary beams overlay pairs of primary beams. Each pair of primary beams sandwiches a line of columns, to which they are attached by steel brackets. The primary beams are non-composite. Advice is given on initial sizing, structural behaviour, construction aspects, and fabrication and erection details. A fully worked example is provided.

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Author:Jim Rackham, R.M. Lawson

Date published:01/01/1989

This publication provides guidance on the design of haunched composite beams in buildings. It explains their use in comparison with other alternative long span solutions. Detailed design of the principle elements is covered, including the beams, haunches, haunch connection and columns at the ultimate and serviceability limit states. A fully worked example is provided.

Date published:01/02/1993

This Note answers queries raised following the publication of 'The concise guide to the structural design of stainless steel'. In particular it explains why the special "L" grades are covered. A correction to Figure 7 is also provided.

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Date published:01/06/1998

This Note provides a number of corrections to the Institution of Structural Engineer's Manual for the design of steelwork building structures.

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Date published:01/12/1990

This Note presents a series of amendments to 'Steelwork Design Guide Volume 1 (2nd edition)' that are required following the publication of BS 5950-1: 1990. (Note: There are two documents numbered AD 078)

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Date published:01/08/1996

This Note gives an update to section 2.2.1 of SCI publication P123, following the issue of BS EN 10088 (in 1995).

Date published:01/06/1997

This Note draws attention to the fact that Eurocode 3 is not well adapted to portal design and that because of this deficiency SCI has written a guide for the design of both elastic and plastic portals.

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Author:Nancy Baddoo ,The Steel Construction Institute(Author);

Date published:04/10/2002

Author:E Yandzio , The Steel Construction Institute (Author); James Way ,The Steel Construction Institute (Author);

Date published:04/10/2002

The publication presents a worked example for a single span fully integral bridge. It is one of three SCI publications dealing with the design of Integral Steel Bridges.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 2.05 of publication P185. Guidance on the need for intermediate transverse web stiffeners and their detailing.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 1.10 of publication P185. A description of the structural action and typical applications of half through bridges.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 1.08 of publication P185. General overview of the use of steel box girders in bridges.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 1.04 of publication P185. Guidance on the selection of articulation arrangements and bearing types.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

This extract from the full publication contains the Foreword, Contents and explanation of how to use the publication.

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Author:E Yandzio ,The Steel Construction Institute (Author);

Date published:01/01/1998

This publication provides guidance for the design and construction of steel sheet pile embedded retaining walls for bridge abutments. The reader is introduced to steel sheet pile embedded retaining walls and to the benefits of their use as bridge abutments. A design basis based on limit state design is presented.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 2.11 of publication P185.Gives guidance on the design of the shear connection between a steel girder and a concrete slab for a typical composite bridge. Includes advice on practical considerations and testing.

Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 1.06 of publication P185. Discusses the issue of noise from steel and composite railway bridges. Give general guidance on minimizing noise and on meeting acoustic requirements.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 2.10 of publication P185. Gives guidance on the choice of deck plate thickness, depending on support/stiffening arrangements

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 1.05 of publication P185. Gives guidance on the structural arrangement of deck-type composite bridges. Relates mainly to I-section girders but is applicable to short and medium span box girder bridges.

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Author:Hendy, C.R. & Iles, D.C.

Date published:13 Nov 2015

Part 4.03 of publication P185. Determination of allowances for permanent deformation due to weld shrinkage, distortion during fabrication, self weight and concrete shrinkage.

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