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Published byGodwin Welch Modified over 5 years ago

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Circular Plates Moments acting on an element of a deformed circular plate.

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Circular plates

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Circular plates

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**Circular Plates Uniform Pressure, Edges clamped**

Uniform pressure, Edges simply supported

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**Circular Plates Point load, Edges clamped**

Point load, Edges simply supported

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Circular plates A circular plate 120mm diameter and 10mm thick is constructed from steel E = 208GN/m2 and = The plate is subjected to a pressure of 5 MN/m2 on one side. Determine: (a) the maximum deflection clamped at the edges (b) the maximum deflection simply supported at the edges. (c) The maximum radial stress (a)

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**Circular plate with central piston**

A circular dish 150mm in diameter and 12mm thickness is clamped around the periphery and built into a piston of diameter 60mm at the centre, assuming that the piston remains rigid determine the maximum deflection of the disk when the piston carries a load of 5kN. E = 208 GN/m2 = [0.0035mm]

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Standard load cases

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Standard load cases Standard load case coefficients k1, k2

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Circular Plates Summary of Maximum deflections and stresses

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