D

The values of the constants of integration will be determined from known end conditions of the plate; slopes and deflections at any radius can then be evaluated. As an example of the procedure used it is now convenient to consider a number of standard loading cases and to determine the maximum deflections and stresses for each.

7.5. Uniformly loaded circular plate with edges clamped

The relevant fundamental equation for this loading condition has been shown to be

Integrating,

d

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