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Traditionally Constructed Roof Trusses: Design Based on Full Scale Testing
A design method for traditionally constructed roof trusses is proposed where the trusses are analyzed at a load higher than the working load. Joint slip is taken into account to allow redistribution of moments. Results of full scale tests indicate that the method is acceptable. A creep factor of 2,75 should be used for long term deflection estimates.
Traditionally Constructed Roof Trusses: Design Based on Full Scale Testing
A design method for traditionally constructed roof trusses is proposed where the trusses are analyzed at a load higher than the working load. Joint slip is taken into account to allow redistribution of moments. Results of full scale tests indicate that the method is acceptable. A creep factor of 2,75 should be used for long term deflection estimates.
Traditionally Constructed Roof Trusses: Design Based on Full Scale Testing
F. R. P. Pienaar (Autor:in) / D. de Klerk (Autor:in) / B. J. Bronkhorst (Autor:in)
1984
74 pages
Report
Keine Angabe
Englisch
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