Direction: A three span continuaous beam has a internal hinge at B section B is at the mind-span of AC. Section R is at the mid-span of CG. The 20 kN load is applied at section B whereas 10 kN loads are applied at sections D and F as shown in the figure span GH is subjected to uniformly distributed load of magnitude 5 kN/m. For the loading shown shear force immediate to the right of section E is 9.84 kN upwards and the sagging moment at section E is 10.3
AB = BC = 2 m
CD = DE = EF = FG = 1 m
GH = 4M
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The magnitude of the shear force immediate to the left and immediate to the right of section B are, respectively
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- 0 and 20 kN
- 10 kN and 10 kN
- 20 kN and 0
- 9.84 kN and 10.16 kN
Correct Option: A
SF at right of B = 20 kN
SF at left of B = 0
