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
46.
In a simply supported beam L with a triangular load W varying from zero at one end to the maximum value at the other end, the maximum bending moment is
47.
Maximum deflection of a cantilever due to pure bending moment M at its free end, is
48.
Along the principal plan subjected to maximum principal stress
49.
A diagram which shows the variations of the axial load for all sections of the span of a beam, is called
50.
A member which does not regain its original shape after removed of load producing deformation is said
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