Civil Engineering - Strength of Materials
Exercise : Strength of Materials - Section 3
- Strength of Materials - Section 1
- Strength of Materials - Section 2
- Strength of Materials - Section 3
- Strength of Materials - Section 4
- Strength of Materials - Section 5
26.
For a simply supported beam carrying uniformly distributed load W on it entire length L, the maximum bending moment is
27.
Euler's formula states that the buckling load P for a column of length l, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are I and E respectively, is given by the relation
P = πEl2.
28.
The stiffness factor for a prismatic beam of length L and moment of inertia I, is
29.
The stress in the wall of a cylinder in a direction normal to its longitudinal axis, due to a force acting along the circumference, is known as
30.
In a simply supported beam (l + 2a) with equal overhangs (a) and carrying a uniformly distributed load over its entire length, B.M. at the middle point of the beam will be zero if
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