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Date published:01/12/1990

This Note explainss the background to the interim recommendations for the 'fire resistance of composite beams with unfilled deck voids' presented in AD 077.

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Date published:01/12/1990

This Note presents interim recommendations for the fire resistant design of composite decks with unfilled or unfilled deck voids.

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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:01/01/1991

This Note presents advice to designers and contractors on the deflections, which can occur during the construction of skew spans.

Date published:01/02/1994

This Note gives an example where the use of 'Concise Eurocode 3' (C-EC3) gives higher member resistance than either BS 5950-1:1990 or BS 449. The example relates to a column with a slender cross section.

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Date published:01/04/1994

This Note gives an example where the use of 'Concise Eurocode 3' (C-EC3) gives higher member resistance than either BS 5950-1:1990 or BS 449. The example relates to a plate girder web subject to shear.

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Date published:01/06/1994

Comments are given in this Note on the use of RHS chord stiffening for U-frame action, overlapping bracing members and the use of hot formed versus cold formed hollow sections. The comments are based on a letter from British Steel Tubes & Pipes in New Steel Construction.

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Date published:01/06/1994

This Note comments on the interpretation of clause 7.3.5 of BS 5950-2:1992 (Erection tolerances - levels) in respect of single storey portal frame structures.

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Date published:01/08/1994

This Note draws attention to the proposal to declare BS 3692 and BS 4190 obsolescent. These fastener Standards will be replaced by Standards in the series BS EN 240xx.

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Date published:01/08/1994

This Note gives advice on making comments on 'drafts for public comment' issued by BSI and CEN. It draws attention to the need for comments to be clear, so that the working group can respond properly.

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Date published:01/08/1994

Date published:01/10/1994

This Note explains an anomaly between a version of CMPBEAMS software and BS 5950-3.1:1990. It mentions that an updated version of the software is now available.

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Date published:01/10/1994

This Note draws attention to a couple of errors in the calculations in SCI publication P122 (Worked examples for the design of steel structures). It mentions that an amendment slip will be available.

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Date published:01/02/1995

This Note draws attention to further errors in the calculations in SCI publication P122 (Worked examples for the design of steel structures). It mentions that an amendment slip will be available. The publication was subsequently withdrawn.

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Date published:01/04/1995

This Note draws attention to the issue of a supplement to the SCI publication "Steelwork design Guide to BS 5950-1:1990 (3rd edition)" to accord with the revised Standard BS 4-1:1993.

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Date published:01/04/1995

This Note comments on the increase in allowable stresses for Grade 43 steel in the 1989 amendment to BS 449. It explains that the increase relates to the higher strength that is currently produced; a warning is given about the need to use the appropriate strength when assessing older structures.

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Date published:01/06/1995

This Note gives advice on calculating the bending moment in the pin of a pin bearing.

Date published:01/06/1995

This Note explains the basis for the rules in clause 5.6.5 of BS 5950-3.1:1990, in particular the detailing measures. It also gives advice on the assessment of existing structures not complying with those rules.

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Date published:01/10/1995

Date published:01/10/1995

This Note explains the differences between end and side fillet welds, in relation to BS 449.

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