A.0.111 L
B.0.125 L
C.0.2 L
D.0.293 L
E.0.33 L
Related Mcqs:
- The ratio of bending moment at the centre of a simply supported beam of effective length L subjected to a central load W with that when the load W is uniformly distributed, will be
- For a beam of length L fixed at end A and simply supported at end B and loaded uniformly by a load W the maximum bending moment will occur at
- Two beams carrying uniformly distributed load have same depth but beams A has width 2nd as compared to width w for beam B. The ratio of elastic strength of beam A compred to that of B will be
- A beam fixed at both ends with a central load W in the middle will have zero bending moment as
- The bending moment diagram for a cantilever beam subjected to bending moment at the end of the beam would be
- For beam of length L fixed at two ends A and B and loaded W at the centre C the maximum bending moment will
- For a beam of length L fixed at one end, supported at the other and loaded W at the centre C the maximum bending moment with occur at
- A beam fixed at both ends with a central load W in the middle will have zero bending moment at
- The bending moment diagram in case of a cantilever beam carrying a linearly varying load from zero at free end to maximum at supported end will be a
- A rectangular beam 200 mm deep by 100 mm wide-subjected to maximum bending moment of 500 kNm. The maximum stress in the beam will be
