Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

l) at the fixed end
2w w l at the fixed end
3w l at the fixed end
w l) at the fixed end

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Theory of Structures
Slenderness ratio of a long column, is

Radius of gyration divided by area of cross-section
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

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