Erratum for “Versatile Method for the Design of Steel Compression Members” by Anthony F. Gee
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VIEW THE CORRECTED ARTICLEPublication: Practice Periodical on Structural Design and Construction
Volume 18, Issue 3
A composition error in Table 1 caused numerous values to shift and display in the wrong column. The correct version of Table 1 appears in this erratum. ASCE regrets this error.Table 1. Relationship between and for Columns with Varying Degrees of Elastic Restraint at Both Ends
| 0 | 1.00 | 0.68 | 0.55 | 0.58 | 0.64 | 22.5 | 1.61 | 1.22 |
| 0.5 | 1.05 | 0.70 | 0.56 | 0.59 | 0.64 | 23 | 1.69 | 1.25 |
| 1 | 1.11 | 0.73 | 0.57 | 0.59 | 0.65 | 23.5 | 1.77 | 1.28 |
| 1.5 | 1.18 | 0.75 | 0.59 | 0.60 | 0.65 | 24 | 1.87 | 1.31 |
| 2 | 1.25 | 0.78 | 0.60 | 0.61 | 0.66 | 24.5 | 1.97 | 1.35 |
| 2.5 | 1.34 | 0.81 | 0.62 | 0.62 | 0.67 | 25 | 2.09 | 1.39 |
| 3 | 1.44 | 0.84 | 0.63 | 0.63 | 0.67 | 25.5 | 2.22 | 1.43 |
| 3.5 | 1.55 | 0.87 | 0.65 | 0.64 | 0.68 | 26 | 2.38 | 1.48 |
| 4 | 1.68 | 0.91 | 0.67 | 0.65 | 0.69 | 26.5 | 2.56 | 1.53 |
| 4.5 | 1.84 | 0.95 | 0.69 | 0.66 | 0.69 | 27 | 2.77 | 1.58 |
| 5 | 2.03 | 0.99 | 0.71 | 0.67 | 0.70 | 27.5 | 3.02 | 1.63 |
| 5.5 | 2.26 | 1.03 | 0.73 | 0.68 | 0.71 | 28 | 3.32 | 1.70 |
| 6 | 2.55 | 1.08 | 0.75 | 0.69 | 0.72 | 28.5 | 3.69 | 1.76 |
| 6.5 | 2.93 | 1.14 | 0.78 | 0.70 | 0.72 | 29 | 4.16 | 1.84 |
| 7 | 3.44 | 1.20 | 0.80 | 0.71 | 0.73 | 29.5 | 4.77 | 1.92 |
| 7.5 | 4.16 | 1.27 | 0.83 | 0.72 | 0.74 | 30 | 5.61 | 2.01 |
| 8 | 5.27 | 1.34 | 0.86 | 0.73 | 0.75 | 30.5 | 6.81 | 2.10 |
| 8.5 | 7.19 | 1.43 | 0.89 | 0.75 | 0.76 | 31 | 8.68 | 2.22 |
| 9 | 11.32 | 1.53 | 0.93 | 0.76 | 0.77 | 31.5 | 12.01 | 2.34 |
| 9.5 | 26.53 | 1.63 | 0.96 | 0.77 | 0.77 | 32 | 19.60 | 2.48 |
| 10 | 1.79 | 1.01 | 0.81 | 0.80 | 32.5 | 2.64 | ||
| 10.5 | 1.93 | 1.05 | 0.81 | 0.80 | 33 | 2.83 | ||
| 11 | 2.10 | 1.10 | 0.82 | 0.81 | 33.5 | 3.04 | ||
| 11.5 | 2.31 | 1.15 | 0.84 | 0.82 | 34 | 3.30 | ||
| 12 | 2.58 | 1.20 | 0.86 | 0.83 | 34.5 | 3.61 | ||
| 12.5 | 2.90 | 1.26 | 0.87 | 0.84 | 35 | 3.98 | ||
| 13 | 3.33 | 1.33 | 0.89 | 0.86 | 35.5 | 4.46 | ||
| 13.5 | 3.89 | 1.40 | 0.91 | 0.87 | 36 | 5.06 | ||
| 14 | 4.69 | 1.49 | 0.94 | 0.88 | 36.5 | 5.87 | ||
| 14.5 | 5.89 | 1.58 | 0.96 | 0.89 | 37 | 7.01 | ||
| 15 | 7.91 | 1.69 | 0.98 | 0.91 | 37.5 | 8.72 | ||
| 15.5 | 12.02 | 1.81 | 1.01 | 0.92 | 38 | 11.58 | ||
| 16 | 25.02 | 1.95 | 1.03 | 0.94 | 38.5 | 17.38 | ||
| 16.5 | 2.11 | 1.06 | 0.95 | |||||
| 17 | 2.30 | 1.09 | 0.97 | |||||
| 17.5 | 2.53 | 1.12 | 0.99 | |||||
| 18 | 2.80 | 1.16 | 1.01 | |||||
| 18.5 | 3.14 | 1.19 | 1.03 | |||||
| 19 | 3.58 | 1.23 | 1.05 | |||||
| 19.5 | 4.15 | 1.27 | 1.07 | |||||
| 20 | 4.94 | 1.32 | 1.09 | |||||
| 20.5 | 6.09 | 1.37 | 1.11 | |||||
| 21 | 7.93 | 1.42 | 1.14 | |||||
| 21.5 | 11.34 | 1.48 | 1.16 | |||||
| 22 | 19.84 | 1.54 | 1.19 | |||||
Information & Authors
Information
Published In
Practice Periodical on Structural Design and Construction
Volume 18 • Issue 3 • August 2013
Pages: 192
Copyright
© 2013 American Society of Civil Engineers.
History
Received: May 13, 2013
Accepted: May 13, 2013
Published online: Jul 15, 2013
Published in print: Aug 1, 2013
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