The Practical Calculation Charts to Determine Column Effective Length of Framework and Bent Framework

Article Preview

Abstract:

Calculation of effective length of columns is key of stability checking in design, therefore some formulas and tables are given in Code for Design of Steel Structures (GB 50017-2010), which show some application Limitations. These formulas and tables are made based on assumptions for regular frames. For some special cases, such as existence of the large difference of the column axial force or column length among the framework columns, these formulas and tables are no longer applicable. The practical calculation charts are derived by authors by using the displacement method with the second-order theory, which can be used to quickly determine column effective length and show intuitive trends of the lengths.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1052-1056

Citation:

Online since:

August 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J. Cheng: Stability of Steel Structures Theory and Design. Science Press, (2001).

Google Scholar

[2] L.W. Lu: Stability theory of Steel Components. China Building Industry Press, (1983).

Google Scholar

[3] S.F. Cheng: Structural Steel Stability Design Guide. China Building Industry Press, (2004).

Google Scholar

[4] Y.Q. Long : Structural mechanics. Higher Education Press, (1981).

Google Scholar

[5] National Standard of the People's Republic of China. GB 50017-2003 Code for design of steel structures. China Planning Press, (2003).

Google Scholar