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Design of Columns and Beam-Columns in Timber

Design of Columns and Beam-Columns in Timber. Column failures. Material failure (crushing) Elastic buckling (Euler) Inelastic buckling (combination of buckling and material failure). P. L eff. ?. P. Truss compression members Fraser Bridge, Quesnel. Column behaviour.

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Sway cases - PowerPoint PPT Presentation

Design of Columns and Beam-Columns in Timber