A three-span continuous beam has an internal hinge at B. Section B is at the mid-span of AC. Section E 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 20 kN 10 kN 10 kN 5 kN/m B D FAG 4 m 4 m 4 m In the figure, CD = DE = EF= FG=lm loading shown, shear force immediate to the right of section E is 9.84 kN upwards and the sagging moment at section E is 10.31 kN-m. The magnitude of the shear force immediate to the left and immediate to the right of section B are
A three-span continuous beam has an internal hinge at B. Section B is at the mid-span of AC. Section E 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 20 kN 10 kN 10 kN 5 kN/m B D FAG 4 m 4 m 4 m In the figure, CD = DE = EF= FG=lm loading shown, shear force immediate to the right of section E is 9.84 kN upwards and the sagging moment at section E is 10.31 kN-m. The magnitude of the shear force immediate to the left and immediate to the right of section B are
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A three-span continuous beam has an internal
hinge at B. Section B is at the mid-span of AC.
Section E 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
20 kN
10 kN
10 kN
5 kN/m
C
H
B
A D
FAG
4 m
4 m
4 m
In the figure, CD = DE = EF= FG=1m
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 10.31 kN-m.
The magnitude of the shear force
left and immediate to
immediate to
the right of section B are
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