Mechanical Engineering - Strength of Materials
Exercise : Strength of Materials - Section 6
36.
The product of Young's modulus (E) and moment of inertia (I) is known as
37.
The relation between equivalent length (L) and actual length (l) of a column for both ends fixed is
38.
The ratio of maximum shear stress developed in a rectangular beam and a circular beam of the same cross-sectional area is
39.
Transverse fillet welds are designed for
40.
A beam of triangular section is placed with its base horizontal. The maximum shear stress occurs at
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