Civil Engineering - Theory of Structures
Exercise : Theory of Structures - Section 4
- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4
6.
The force in BC of the truss shown in the given figure, is
7.
The equivalent length of a column of length L, having one end fixed and other end hinged, is
8.
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by
9.
For calculating the permissible stress is the emprical formula, known as
10.
The maximum height of a masonry dam of a triangular section whose base width is b and specific gravity s, is
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