“…Classification can be performed visually or mechanically, enhancing the performance of the glulam element. However, since visual classification of laminated wood pieces does not take into account resistance parameters, the longitudinal elastic modulus (E W ) obtained by non-destructive tests in producing glulam elements is also implemented (Terezo & Szücs, 2010;Cunha & Matos, 2011;Segundinho et al, 2013;Iwakiri et al, 2014). This procedure assists in rationally using wood, making it possible to have higher quality and more resistant laminated pieces in place at the sites of greater axial tension (traction and compression) and lower quality wood in areas near the neutral line (Bodig & Jayne, 1993;Carreira et al, 2012).…”