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Cross-section dimensional adjustment of substitute timbers

Cross-section dimensional adjustment of substitute timbers

J. S. Afr. For. Ass 3: 111-2

Where bending strength is important any departure from the standard in unit strength of a substitute wood must be allowed for by adjustment of the cross-sectional dimensions of members. The ratio existing between width and depth of members is significant and in maintaining it adjustment is complicated by the fact that strength does not vary proportionately with both width and depth. It varies directly and linearly with width and directly with the square of the depth.

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Accession: 013345532

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DOI: 10.1080/03759873.1939.9630965

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