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Topic

Structural Engineering · Question 1

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A. Determinate analysis, internal forces, deflection & buckling

A simply supported beam of span $L=6\,\text{m}$ carries a uniformly distributed load $w=10\,\text{kN/m}$ over its full length (self-weight included) and a concentrated load $P=36\,\text{kN}$ at midspan, as shown. The maximum bending moment in the beam is most nearly:

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