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Structural Analysis · Question 1

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Forces & Load Effects — diagrams, reactions, determinacy

The beam shown is pinned at A and supported on a roller at B, $L=16$ ft apart, and overhangs B by $c=6$ ft. It carries a uniform load $w=3$ k/ft over its entire 22-ft length and a concentrated load $P=3$ k at the free end. Neglect self-weight. The maximum shear magnitude in the beam is most nearly:

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