02-17-2014, 07:58 AM
SCI P057 Design of members subject to combined bending and torsion
Size: 4.60 MB | Format: PDF | Quality: Unspecified | Year: Reprint 1997 | pages: 128
This publication seeks to provide authoritative guidance for the design of steel structures subjected to combined ending and torsion. In most cases, however, it should be possible to avoid the introduction of significant torsion, by paying attention to detail andch oosing a load path fors uch an alternative. This publication is, therefore, concerned with the minority of cases where the loads have to be applied eccentrically with respect to the shear centre. Afterb r iae f discussion of the background theory, simple methods of evaluating torsional stresses and deformations are detailed, and worked examples illustrating the use of tables and charts included in the publication are provided.
The text has been prepared by Professor D A Nethercot of Nottingham University and Messrs. P R Salter and A S Malik of the Steel Construction Institute and reviewed by Mr J C Taylor and Dr R Narayanan of The Steel Construction
Institute.
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