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This paper presents an analytical solution for the bending moments and shearing forces of an orthotropic half-infinite plates under partial-uniform moment load acting along the free edge. The solution satisfies the equilibrium and compatibility equations concurrently. All the equations for orthotropy must be degenerated into the expressions for isotropy when orthotropic constants are replaced by isotropic ones. The author has evaluated all the equations of orthotropy and succeeded in obtaining exactly identical expressions to the equations of isotropy which were derived independently by means of L`hospital`s rule. The formal solution is expressed in terms of closed form. The orthotropic constants are evaluated for one kind and two different orientations of the grain of wood. The numerical results for orthotropy are evaluated one kind and two different orientations of three-layered plywood. The distribution of bending moments and shearing forces are shown in figures. It is noted that the distribution of bending moments and shearing forces of orthotropic plate depends on the type of materials and orientations of the grain.
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UCI(KEPA) : I410-ECN-0101-2018-053-003646595