Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

511 N mm
611 N mm
411 N mm
711 N mm

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Theory of Structures
Slenderness ratio of a long column, is

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

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