Determine the required moment of inertia of the beam

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Reference no: EM131381880

A steel wide-flange section is used as a cantilever beam having a span of 12 ft. The beam supports a distributed load that varies uniformly from 5 kips/ft at the support to zero at the free end.

Determine the required moment of inertia of the beam if the deflection is not to exceed 1 240 times the span.

Reference no: EM131381880

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