When a cantilever beam is loaded with concentrated loads, the bending moment diagram will be a

Related MCQs

• The bending moment diagram for a cantilever beam subjected to bending moment at the end of the beam would be
• The bending moment diagram for a cantilever beam loaded with uniformly distributed load will be a parabolic curve.
• The bending moment diagram for a cantilever beam of length l and carrying a gradually varying load from zero at the free end and w per unit length at the fixed end is a parabolic curve.
• 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
• The bending moment at a section tends to bend or deflect the beam and the internal stresses resist its bending. The resistance offered by the internal stresses, to the bending, is called
• A prismatic beam fixed at both ends carries a uniformly distributed load. The ratio of bending moment at the supports to the bending moment at mid-span is
• If the deflection at the free end of a uniformly loaded cantilever beam is 15mm and the slope of the deflection curve at the free end is 0.02 radian, then the length of the beam is
• The shear force and bending moment zre zero at the free end of a cantilever beam, if it carries a
• The bending moment of a cantilever beam of length l and carrying a uniformly distributed load of w per unit length is
• The bending moment of a cantilever beam of length l and carrying a uniformly distributed load of w per unit length is