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
36.
At yield point of a test piece, the material
37.
For the close coil helical spring of the maximum deflection is
38.
In the truss, the force in the member AC is


39.
The moment of inertia of a triangular section (height h, base b) about its base, is
40.
A steel bar 5 m x 50 mm is loaded with 250, 000 N. If the modulus of elasticity of the material is 0.2 MN/mm2 and Poisson's ratio is 0.25, the change in the volume of the bar is :
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