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By Karen S Mistry

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Table 22 is separated into non-sway mode and sway mode. Relative movement of the ends of a member are restricted in the non-sway mode. 3). Effective diagonal bracing or shear walls can restrict the relative movement of the ends of a member. In the extreme case of a member that is fully restrained against rotation and in position at both ends the effective length will be one half of the actual length. 7L. It is important to recognise that rotational restraint is provided by the members connected to the beam or column and is also reliant upon the stiffness of the connections to provide this restraint.

Doc 38 Table 11 Printed 20/08/2003 P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... ybar = = = BS 5950-1 ∑( y × a ) A eff 5 × 60 × 10 + (10 + 384) × 768× 8 + (10 + 904) × 192 × 8 + 1015× 60 × 10 1000× 8 + 2 × 60 × 10 − 40 × 8 3000 + 2421000 + 1404000 + 609000 8880 = 500 mm Check if ybar + x + beff + 10 equals 1020 mm, 500 + 40 + 480 + 10 = 1030 mm > 1020 mm Therefore, reduce x value by slightly more than 10 mm, try x = 28 mm. Created on 30 22 March July 2009 2011 This material is copyright - all rights reserved.

3. Determine the classification of each element of the section for the design loadings. Determine the overall section classification. doc 39 Table 11 Table 12 Printed 20/08/2003 P325: Introduction to Steelwork Design to BS 5950-1:2000 Discuss me ... Created on 30 22 March July 2009 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement BS 5950-1 4. For Class 1 plastic and Class 2 compact sections, calculate gross section properties.

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An introduction to spoken Setswana by Karen S Mistry


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