A propped cantilever beam carrying total load “W” distributed evenly over its entire length calculate the vertical force required in the prop.

Related MCQs

• In propped cantilevers, the prop reaction is 3/8 wl.
• A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre?
• When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies
• There are two beams of equal length L and a load P is acting on centre of both beams. One of them is simply supported at both ends while the other one is fixed at both ends. Deflection of centre of simply supported beam will be                      times that of defection of centre of fixed beam.
• A fixed beam of the uniform section is carrying a point load at the centre, if the moment of inertia of the middle half portion is reduced to half its previous value, then the fixed end moments will              
• The maximum negative bending moment in fixed beam carrying udl occurs at
• When a uniformly distributed load, shorter than the span of the girder, moves from left to right,then the conditions for maximum bending moment at a section is that
• The fixed support in a real beam becomes in the conjugate beam a
• Bending moment at any section in a conjugate beam gives in the actual beam
• If in the above problem in Q5, if load P is excessively increased in simply supported beam, then where would a hinge like point form?