Civil Engineering > GATE 2013 > Structural Analysis
Beam PQRS has internal hinges in spans PQ and RS as shown. The beam may be subjected to a moving distributed vertical load of maximum intensity 4 kN/m of any length anywhere on the beam. The maximum absolute value of the shear force (in kN) that can occur due to this loading just to the right of support Q shall be:
Correct : c
Similar Questions
The figure shows a two-hinged parabolic arch of span L subjected to a uniformly distributed load of intensity q per unit length.
The maximum bending moment...
A planar truss tower structure is shown in the figure.
Consider the following statements about the external and internal determinacies of the truss.
(P) E...
The value of M in the beam ABC shown in the figure is such that the joint B does not rotate.
The value of support reaction (in kN) at B should be equal to _...
Total Unique Visitors
Loading......