Consider a beam which is fixed at end A and simply supported at end B of span \( L \). If the support B settles by an amount \( \delta \), then what is the fixed-end moment (FEM) developed at end A?
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In cases of support settlement, use the relationship between deflection and fixed-end moment for calculating the FEM at the fixed end.
When the support B of a fixed beam settles by \( \delta \), the fixed-end moment at end A can be calculated using the deflection and bending stiffness of the beam. The formula for the fixed-end moment is \( 6 E I \frac{\delta}{L^2} \). Hence, the correct answer is \( 6 E I \frac{\delta}{L^2} \).