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Official Journal of the Japan Wood Research Society

Table 1 Static values used in the analysis of columns. Standards EN 338 [1], EN 12369-2 [7], EN 12369-1 [8]

From: A static analysis of two-shaft columns spaced by gussets

 

f r,k (MPa)

f v,k (MPa)

f m,k (MPa)

E mean (MPa)

G mean (MPa)

Timber C18

3.4

3.4

18

9000

560

Plywood

1.2

7.5

30

6000

550

Chipboard

1.8

6.6

14.2

3200

860

Fibre board

3.0

18

35

4800

2000

  1. In Table 1:
  2. f r,k – characteristic planar (rolling) shear strength
  3. f v,k – characteristic panel shear strength
  4. f m,k – characteristic bending strength
  5. E mean – mean value of modulus of elasticity
  6. G mean – mean value of shear modulus, mean modulus of rigidity