Mechanical Engineering - Strength of Materials
Exercise : Strength of Materials - Section 9
46.
In case of an over-reinforced beam, the depth of actual neutral axis is the same as that of the critical neutral axis.
47.
The thickness of a thin cylindrical shell with hemispherical ends is __________ that of spherical ends.
48.
The assumption made in Euler's column theory is that
49.
The limit of eccentricity for no tensile conditions for a column of circular section of diameter (d) is
50.
The bending moment at the ends of a simply supported beam will be zero.
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