Fig. 7From: Stochastic model for predicting the bending strength of glued-laminated timber based on the knot area ratio and localized MOE in laminaExample of localized KAR and MOE data used for deriving a material model. Note. the gray zones (600–1200 and 2400–3000 mm on the x-axis) show the tensile strength test zone, as shown in Fig. 3. The black dotted lines parallel to x-axis show the maximum localized KAR and the minimum localized MOE in the test zoneBack to article page