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 loading shown, shear force immediate to the right of section E is 9.84 kN upwards and the hogging moment at section E is 10.31 kN-m. 20 kN 10 kN 10 kN 5 kN/m C B ADEF А H. AB = BC = 2 m ; CD = DE = EF = FG = 1m; GH = 4m %3D The magnitude of the shear force immediate to the left and immediate to the right of section B are, respectively

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 loading shown, shear force immediate to the right of section E is 9.84 kN upwards and the hogging moment at section E is 10.31 kN-m. 20 kN 10 kN 10 kN 5 kN/m C B ADEF А H. AB = BC = 2 m ; CD = DE = EF = FG = 1m; GH = 4m %3D The magnitude of the shear force immediate to the left and immediate to the right of section B are, respectively

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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