Browsing Technical University of Nova Scotia Theses by Title
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(Nova Scotia Technical College. Dept. of Civil Engineering., 1976)At the present only a limited amount of information is provided by various timber codes and specifications for the design of built-up timber columns. Very little information is provided for designing layered timber ...
(1980)The current design method of calculating bending strength of timber beams is based on elastic theory, that is, on working stress approach. The elastic theory does not hold true beyond the proportional limit of stress ...