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The important influence of instability effects on the design of structural steelwork is becoming generally accepted. This book has been written with the specific aim of presenting the transition from fundamental theories to practical design. The buckling of steel columns, beams and frames is treated in a manner suitable for both the student seeking an introduction to the subject and the more experienced designer requiring explanation of the background to modern design methods. Methods applicable to design office practice are given for calculating elastic critical loads for columns, beams and complete structures, and the non-linear effects of instability and their relevance to design are discussed
This text investigates the critical role of instability effects in structural steelwork design and provides a bridge between theoretical buckling mechanics and applied engineering practice. Authors Da Nethercot and P. A. Kirby leverage their expertise to translate complex mathematical theories into actionable design methodologies. The book serves as a comprehensive resource for both students and seasoned professionals, detailing the calculation of elastic critical loads and the implications of non-linear instability in real-world structural systems.
What You Will Find
The subject matter points to a highly technical and specialized resource intended for civil and structural engineering practitioners. The framing suggests a rigorous, academic approach that prioritizes the transition from fundamental mechanics to standard industry application.
Page Count:
180
Publication Date:
1991-01-01
Publisher:
Wiley
ISBN-10:
0003830462
ISBN-13:
9780003830460
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