The stiffness and stress analysis of beech wood laminated straight and curved cantilever beam is performed in the paper. Analysis was conducted layer by layer on the laminated beams with different veneer compositions. Finite element analysis is carried out with a '2D linear elastic model' for orthotropic materials. Analytic stiffness and stress evaluation is carried out by a 'transformed cross section method'. The influence of the veneer fiber orientation, veneer position, and thickness on the mechanical properties of laminated wood and the possibilities of both used methods for design of different shape of laminated wood have been analyzed. The results revealed that the laminated wood beam is stiffer when the outside veneers have longitudinal orientation in span direction or the thickness of outside veneers with longitudinal orientation is greater and that longitudinally oriented veneers sustain larger stress than veneers with tangential orientation. The results obtained by both used methods confirm that it can be used to achieve behaviour analysis of laminated wood in rectangular form. Curved forms require more complex analysis, but the methods can be used to achieve approximate data. The numerical in-plane stress analysis that applied to curved beam is not capable to calculating radial (interlaminar) stress.