The simple beam AB shown in the figure has moments 2M, and M, acting at the ends. (Assume the beam has constant flexural
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The simple beam AB shown in the figure has moments 2M, and M, acting at the ends. (Assume the beam has constant flexural
The simple beam AB shown in the figure has moments 2M, and M, acting at the ends. (Assume the beam has constant flexural rigidity EI.) 2M MO Derive the equation of the deflection curve. Use the third-order differential equation of the deflection curve (the shear-force equation). (Enter the magnitude. Use the following as necessary: M, L, E, I, and x.) v Determine the maximum deflection max. (Enter the magnitude. Use the following as necessary: M, L, E, and I.)
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