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Official Journal of the Japan Wood Research Society

Table 9 Analysis of load-bearing capacity of columns V-truss λef = 150

From: Static analysis of lattice columns

  1. In Tables 2–9:
  2. Item 1): calculations of columns, based on the formulae applied as per EN-1995 Eurocode 5 [6]
  3. Items 2)–5): calculations with the formulae based on the theory presented in Timoshenko and Gere [5], where:
  4. 2) Calculations for columns with truss made of wood
  5. 3) Calculations for columns with truss made of plywood
  6. 4) Calculations for columns with truss made of fibreboard
  7. 5) Calculations for columns with truss made of particleboard
  8. λef as per formulae (1), (23) and (24), kc instability factor, n load-bearing capacity of a column, g = 20 mm and g = 24 mm of truss elements thickness