WOOD RESEARCH Volume 67, Number 4, 2022
Isabella Silva Menezes, IURI FAZOLIN FRAGA, Matheus Henrique Morato De Moraes, ANDRÉ LUIS CHRISTOFORO, Fernando Júnior Resende Mascarenhas, Raquel Schmitt Cavalheiro, Francisco Antonio Rocco Lahr, Eduardo Chahud, Luiz Antônio Melgaço Nunes Branco, and Herisson Ferreira dos Santos

Empirical analysis of roof slope influence on material consumption in timber howe-type trusses

In Brazil, some tile manufacturers have proposed a 10% (5.5°) slope between chords to minimize timber consumption. However, after simulating 21 slopes from 7% (4°) to 27% (15°), it was discovered that the axial strengths are inversely proportional to the slope, creating overly large dimensions for the bars competing for support. The results were obtained using software developed following the guidelines specified in the revised version of the ABNT NBR 7190 (2022) standard. Finally, it was found that the minimum slope until no reinforcement is needed for the string bars is 16% (9°).

WOOD RESEARCH Volume 67, Number 2, 2022
Vinicius Borges De Moura Aquino, LARISSA SORIANI ZANINI RIBEIRO SOARES, HELOIZA CANDEIA RUTHES, Felipe Nascimento Arroyo, IURI FAZOLIN FRAGA, ANDRÉ LUIS CHRISTOFORO, Herisson Ferreira dos Santos, Eduardo Chahud, Luiz Antonio Melgaço Nunes Branco, and Francisco Antonio Rocco Lahr

Analysis of moisture content variation on strength and stiffness properties of cedrella odorata wood species

In order to analyze the influence of moisture content variation on Cedrella odorata wood specie on strength and stiffness properties, considering 12% moisture content up to fiber saturation point (FSP). Most of strength and stiffness properties analyzed were significantly influenced by moisture content according statistical analysis. ANOVA, Anderson Darling and Multiple comparison tests were used at 5% significance level. Considering that most of properties were affected by moisture content, the equations to estimate wood properties according moisture decrease are quite precise, but most of estimations were higher than experimental values at 12% moisture content, indicating the need of a standard review for such estimators, which may lead to an unsafe timber structure design.