Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
wa²
wa/27
w²a

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Theory of Structures
Slenderness ratio of a long column, is

Area of cross-section divided by least radius of gyration
Area of cross-section divided by radius of gyration
Radius of gyration divided by area of cross-section
Length of column divided by least radius of gyration

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