# 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

46.

The area of the core of a column of cross sectional area

*A*, is47.

A simply supported beam carries a varying load from zero at one end and

*w*at the other end. If the length of the beam is*a*, the shear force will be zero at a distance*x*from least loaded point where*x*is48.

The locus of reaction of a two hinged semi-circular arch, is

49.

The ratio of the area of cross-section of a circular section to the area of its core, is

50.

The yield moment of a cross section is defined as the moment that will just produce the yield stress in

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