43. The moment diagram for a cantilever whose free end is subjected to a bending moment, will be a
A. triangle
B. rectangle
C. parabola
D. cubic parabola,

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44.  The moment diagram for a cantilever carrying linearly varying load from zero at its free end and to maximum at the fixed end will be a
A. triangle
B. rectangle
C. parabola
D. cubic parabola.

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45. The moment diagram for a cantilever which is subjected to a uniformly distributed load will be a
A. triangle
B. rectangle
C. parabola
D. cubic parabola.

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46.  The moment diagram for a cantilever carrying a concentrated load at its free end, will be
A. triangle
B. rectangle
C. parabola
D. cubic parabola.

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47.  Shear force for a cantilever carrying a uniformly distributed load over its length, is
A. triangle
B. rectangle
C. parabola
D. cubic parabola.

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48.  When a rectangular beam is loaded longitudinally, shear develops on
A. bottom fibre
B. top fibre
C. middle fibre
D. every-horizontal plane.

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49.  When a rectangular beam is loaded transversely, the maximum compressive stress develops on
A. bottom fibre
B. top fibre
C. neutral axis
D. every cross-section.

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