Accurate Solution for Orthotropic Beams with Continuously Variable Cross Sections

Table 1

Stress convergence of simply supported orthotropic beams at , and .

	N = 40	N = 60	N = 80	N = 100
1	−112.3	−112.4	−112.4	−112.4
1.25	−105.3	−105.4	−105.4	−105.4
1.50	−98.5	−98.6	−98.6	−98.6
1	−0.832	−0.848	−0.843	−0.843
1.25	−0.822	−0.838	−0.833	−0.833
1.50	−0.821	−0.836	−0.832	−0.832
1	5.62	5.63	5.63	5.63
1.25	4.32	4.31	4.31	4.31
1.50	3.31	3.30	3.30	3.30