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Chapter 12 – Plate Bending Elements - Memphis
www.ce.memphis.eduIf we neglect the differentiation with respect to the y direction, the above equation simplifies to the equation for a beam and the flexural rigidity D of the plate reduces to the EI of the beam when the Poisson effect is set to zero. CIVL 7/8117 Chapter 12 - Plate Bending Elements 14/34