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:
A
30
B
40
C
45
D
55

Explanation

Correct : c

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