... 01Deflection (mm)Version IMultiplex 15 mmForce (N)Fig. 6. Comparison of the course of force and deflection – bending strength across the grain – Vari-ant 1Fig. 7. Comparison of the course of ... 11.4412,00010,0008,0006,0004,0002,0000Modulus of elasticity – MOE (N/mm2)Version I Version II Version III Multiplex Multiplex 20 mm 15 mmFig. 11. Comparison of the modulus of elasticity in bending of combined plywoods, ... Analysis of properties of boards for concrete formwork. Journal of Forest Science, 50: 382–398.HRÁZSKÝ J., KRÁL P., 2005. Effects of the thickness of ro-tary-cut veneers on properties of plywood...