A reinforced concrete base plate supporting the column of the lowest basement of buildings is studied as an orthotropic plate on elastic foundation with four edges free and subjected to a concentrated load at the center. To obtain the bending moment at the center of the plate, the concentrated load must be transformed into distributed load acting on an area equal to the cross sectional area of the column. A general analytical solution for bending problem of orthotropic rectangular thin plates on double-para...
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