How does the slope vary along the beam

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Reference no: EM131163275

How large a moment is required at the free end of a cantilever beam to provide a slope there of θ(x = L) = 0.036 in/in? Let the beam have the properties E = 30 10⁶ psi, L= 90 in., I= 1 in⁴ . How does the slope vary along the beam?

Reference no: EM131163275

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