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Official Journal of the Japan Wood Research Society

Table 5 Analysis of columns

From: The influence of shear strain on critical load bearing capacity. Determination of instability factor \( \varvec{k}_{\varvec{c}}^{\varvec{G}} \)

 

F(k) (%)

F(n) (%)

F(k)MIN

F(k)MAX

F(n)MIN

F(n)MAX

2.

3.62

23.52

3.75

30.75

3.

2.17

15.84

2.22

18.82

4.

1.03

7.50

1.04

8.11

  1. 2. composite section made of wood and plywood
  2. 3. composite section made of wood and particle board
  3. 4. composite section made of wood and fibre board