# Civil Engineering - Theory of Structures

Exercise : Theory of Structures - Section 2

- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4

26.

A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 x 10

^{6}N/mm^{2}, the deflection of the free end, is27.

Pick up the correct statement from the following:

28.

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/mm

*2*. If the slope at the ends is 0.005 radian and the value of*E*= 0.2 x 10^{6}N/mm^{2}, the depth of the joist, is29.

A square column carries a load

*P*at the centroid of one of the quarters of the square. If*a*is the side of the main square, the combined bending stress will be30.

The degree of indeterminacy of the frame in the given figure, is

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