[REQUEST] Approximate Formulae for Determining the Effective Length of Steel Columns to BS 5950

[NAUTILUS87]

Dear all ,

I am searching for this research paper :
"Approximate Formulae for Determining the Effective Length of Steel Columns to BS 5950" By Author(s): Smyrell, A G
Published in March 1993 issue of "The Structural Engineer " Journal of Institution of Structural Engineer London

Preface :
This paper presents approximate formulae that may be used to determine the effective length of steel columns designed to BS 5950. These formulae give the designer an alternative to the graphical method given in Appendix E of the Code. The approximate formulae are normally accurate to better than the second decimal place. This approach follows the development of simple computer routines for incorporation into column and frame design programs. A.G. Smyrell

the journal can be found here :

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if anybody can find the following journal I'll be extremely grateful !!!!!

Thanks in Advance

[NAUTILUS87]

another location for the same paper

the same paper can also be found in another american journal :

Smyrell, A. (1994). ”Approximate Formulas for Effective Length of Steel Columns.”
Journal of Structural Engineering 120(9), 2793–2801.

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i hope i am not violating any forum rules , moderators can combine both the posts into one . I tried editing it but time period was over . I hope its ok its not a double request

[ska51]

Approximate Formulae for Determining the Effective Length of Steel Columns to BS 5950

Author: Smyrell, A G | Size: 380 KB | Format: PDF | Quality: Unspecified

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