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
16.
The degree of indeterminacy of the frame in the given figure, is
17.
The equivalent length of a column of length L having one end fixed and the other end free, is
2L
L
18.
To determine the force in BD of the truss shown in the given figure a section is passed through BD, CD and CE, and the moments are taken about
19.
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is
20.
The radius of gyration of a rectangular section (depth D, width B) from a centroidal axis parallel to the width is
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