Fig. 14From: Study on the strength of glued laminated timber beams with round holes: proposal of the design formula for the splitting strengthComparison of the FEA results and calculated values (Eq. (15)) for \(\overline{\sigma }_{{{\text{max}}}}\). D/H = 0.3. \(\overline{\sigma }_{{{\text{max}}}}\) is the stress when Q = τ1BH is actingBack to article page