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This paper reports the results of an investigation of creep in beams of Argentinean Eucalyptus grandis loaded in unseasoned state and allowed to dry under load. An empirical research project with a sample containing 15 structuralsized beams subjected to long-term loading was carried out. The results allow to compare the creep behaviour of these beams with previous data reported for structural-sized beams of this timber species loaded in dry condition.

Author

Patricio Elgueta Muñoz

Language

EN