Fig. 9From: Evaluation of rolling shear modulus and strength of Japanese cedar cross-laminated timber (CLT) laminaeComparison of shear strain distributions with different annual ring geometries at 88-mm width compared at 40% of maximum load. The lower diagram illustrates the estimated locations of the pith for (a), (b), and (c). Refer to Fig. 7 for the shear modulus of (a), (b), and (c)Back to article page