Civil Engineering - Theory of Structures
Exercise : Theory of Structures - Section 1
- Theory of Structures - Section 1
- Theory of Structures - Section 2
- Theory of Structures - Section 3
- Theory of Structures - Section 4
16.
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm2 is :
17.
The force in BF of the truss shown in given figure, is


18.
The radius of gyration of a section of area A and least moment of inertia I about the centroidal axis, is
19.
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be
20.
In plastic analysis, the shape factor for rectangular section, is
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