Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

400 mm
200 mm
300 mm
250 mm

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Theory of Structures
Slenderness ratio of a long column, is

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

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