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Deflection · Question 1

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Deflection — methods, formulas, serviceability

A steel cantilever beam ( $E=29{,}000$ ksi, $I=300$ in $^4$ ) projects $L=10$ ft from a fixed support. It carries a uniform service load $w=1.5$ k/ft over its full length and a concentrated service load $P=3$ k at its free end. Neglecting shear deformation, the deflection at the free end is most nearly:

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