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, is
47.
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 is
48.
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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