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Effective Lengths of Reinforced Concrete Columns in Single-Storey Frame Structures in the Light of the Eurocode
2009
Technical Sciences
K e y w o r d s: effective length of column, method based on nominal stiffness, second order effects, reinforced concrete buildings, reinforced concrete structures. A b s t r a c t In the following article we present the application of the Eurocode rules for calculating the effective length of columns in single-storey buildings. Assuming the same effective lengths for cantilevers (i.e. l 0 = 2l col ) and the construction columns, as in the example, will not always be correct. The problem of
doi:10.2478/v10022.009-0007-6
fatcat:tth7jr3osnck5dswsp5l6onyy4