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Effective section properties - For Sections subject to axial compression; Effective section properties - For Sections subject to bending (about x-x axis) Axial compression. Celsius ® 355; Bending. Celsius ® 355 BS 5950 ; Design data home . Structural products . Design data home . Contact .

Where these Parts do not give all the necessary expressions for the evaluation of data, reference is Provides examples to meet the requirements of the BS by showing the design process. Covers all checks required by the code and illustrates those considered critical in design. Document History Supersedes SCI Publication 002 (1991). This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Simple connections (in accordance with BS 5950-1), (P212) “Green Book to BS 5950”, SCI, 2009 2 Moore, D. B. and Owens, G. W., “Verification of design methods for fin plate connections” , The Structural Engineer, Vol. 70, No.3/4 1992 3 Joints in steel construction. Simple joints to Eurocode 3, (P358) “Green Book”, SCI, 2014 2.1.2 Resistance calculations in accordance with BS 59502 The design shear resistance should not more than that calculated in accordance with clause 6.3.2.1, where: Ps = psAs where ps = 400 N/mm2 from Table 30 of BS 5950. From Table 1.3, As = 158.5 mm2 for an M20 Blindbolt.

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Structural hollow sections. Celsius ® CHS. Section properties - Dimensions & properties; Effective section properties. Effective section properties - For Sections subject to axial compression; Effective section properties - For Sections subject to bending (about x-x axis) Axial compression.

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The “Blue Book”, SCI P363, is the essential aid for the design of steelwork.Comprehensive section property data is provided as well as tables of member resistances, which are given for grades S275 and S355.This enables rapid selection of steel members in compression, bending and tension.Tables are also provided for combined bending and compression, web resistance and shear resistance.

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Celsius ® 355; Bending. Celsius ® 355 P:\CORPORAT\CORP\SCI publications (P301-)\P364\P364-Intro text.doc iii Printed 12/11/10 FOREWORD The design of steel framed buildings in the UK, has, since 1990, generally been in accordance with the British Standard BS 5950-1. However, that Standard is due to be withdrawn in March 2010; it will be replaced by the corresponding Parts of the Design Guide To Bs 5950 companion to the ‘Blue Book’, Steelwork design to BS 5950-1: 2000 – Volume 1, which provides section property and member capacity tables.

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This is a companion to the Blue Book, Steelwork design guide to BS 5950-1:2000. Volume 1, which provides section property and member capacity tables. This document was previously available within The Construction Information Service in 25 parts, which 2019-06-24 Simple connections (in accordance with BS 5950-1), (P212) “Green Book to BS 5950”, SCI, 2009 2 Moore, D. B. and Owens, G. W., “Verification of design methods for fin plate connections” , The Structural Engineer, Vol. 70, No.3/4 1992 3 Joints in steel construction. Simple joints to Eurocode 3, (P358) “Green Book”, SCI… Produced by the Steel Construction Institute (SCI) on behalf of Steel for Life, a new interactive version of the Blue Book is now available.. The comprehensive web-hosted resource includes design information in accordance with both the Eurocodes and BS 5950. It provides design data for the full range of both open sections and hollow sections (both hot-finished and cold-formed), and will not Unformatted text preview: Steelwork Design Guide to BS 5950-1: 2000 Volume 1 Section Properties Member Capacities 7th Edition The Steel Construction Institute and The British Constructional Steelwork Association Limited The Steel Construction Institute (SCI) develops and promotes the effective use of steel in construction.It is an independent, membership based organisation. Home / Publication Index / Steel Construction Institute / PUB 202 Steelwork design guide to BS 5950-1:2000.