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Consider a two-span beam shown above. The beam is subjected to uniformly distributed loading, point force at x=2m and moment at x=6m about the Z-axis, as shown. The beam bending stiffness is EI=2 x 10^7 Nm^2.
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Consider a two-span beam shown above. The beam is subjected to uniformly distributed loading, point force at x=2m and moment at x=6m about the Z-axis, as shown. The beam bending stiffness is EI=2 x 10^7 Nm^2.
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