Civil Engineering - Theory of Structures
Exercise : Theory of Structures - Section 3
- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4
46.
Keeping breadth constant, depth of a cantilever of length l of uniform strength loaded with uniformly distributed load w varies from zero at the free end and
47.
The force in CD of the truss shown in given figure, is


48.
The deflection of a uniform circular bar of diameter d and length l, which extends by an amount e under a tensile pull W, when it carries the same load at its mid-span, is
49.
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is
50.
The forces acting normally on the cross section of a bar shown in the given figure introduce


Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers