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Bending stress of a rectangular plate

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Reference no: EM13866902

When calculating the bending stress of a rectangular plate, one must use the section modulus about the neutral axis of the plate. This axis is at the center of the plate where there is neither tension nor compression. The proper section modulus in this case is bd^2/6.

Reference no: EM13866902

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Bending stress of a rectangular plate : When calculating the bending stress of a rectangular plate, one must use the section modulus about the neutral axis of the plate. This axis is at the center of the plate where there is neither tension nor compression.
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