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Review of column-theories and timber-column formulas
Review of literature on theories and design developments of structural columns; timber column formulas and results of research for solid, box and built-up timber columns; assumption in parabolic formula that stress at proportional limit is 2/3 of maximum stress does not seem to have complete justification.
Review of column-theories and timber-column formulas
Review of literature on theories and design developments of structural columns; timber column formulas and results of research for solid, box and built-up timber columns; assumption in parabolic formula that stress at proportional limit is 2/3 of maximum stress does not seem to have complete justification.
Review of column-theories and timber-column formulas
Nova Scotia. Tech College -- Dept Civ Eng -- Essays Timber Timber Structures
Malhotra, S.K. (author)
1966
18 pages
Article (Journal)
English
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