STAAD.Pro Help Verification ExamplesV.11 Timber DesignV. Europe V. Europe V. EC5 - Timber ColumnA Timber Column of length 1.0 meter, having c/s dimension of 73 mm × 198 mm, is subjected to an axial compressive force of 50.0 kN. Design the member for the ultimate limit state.V. EC5 - Timber Column with BendingA timber column of length 1.0 meter, having c/s dimension of 73 mm × 198 mm, is subjected to an axial compressive force of 5.0 kN and moments of 2.0 kN·m and 1.0 kN·m about its major and minor axes respectively. Design the member for the ultimate limit state.Parent Topic: V.11 Timber Design