A continuous design formula for timber columns
1991 ◽
Vol 18
(4)
◽
pp. 617-623
◽
Keyword(s):
Timber column design methods have now to take account of a body of research work on timber properties from in-grade tests and on strength considerations using notions of stressed volume. This paper gathers results from this body of work and proposes a design formula for timber columns which is convenient to use and represents true behaviour. It includes, in particular, a material strength effect related to the length of the column. The proposed formula has been incorporated into the new Canadian code “Engineering design in wood.” Key words: timber, buckling, columns, design, size effects.
Keyword(s):
2001 ◽
1991 ◽
Vol 18
(5)
◽
pp. 830-838
◽
Keyword(s):
1993 ◽
Vol 20
(1)
◽
pp. 144-153
◽
Keyword(s):
1968 ◽
Vol 39
(10)
◽
pp. 4610-4616
◽
Keyword(s):