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This document summarizes the calculation of the effective length and member slenderness reduction factor for a Grade 300 steel column section 310UC137. The effective length for the major axis is 12.9m and 4.2m for the minor axis. The modified slenderness is determined to be 100 based on the maximum of the modified slenderness values calculated for the major and minor axes. This value will be used to determine the member slenderness reduction factor according to Clause 6.3.3/Table 6.3.3 (3) to calculate the

Author

AS V Kamesh

Language

EN