A three-span continuous beam has an internalhinge at B. Section B is at the mid-span of AC.Section E is at the mid-span of CG. The 20 kNload is applied at section B whereas 10 kN loadsare applied at sections D and F as shown in the20 kN10 kN10 kN5 kN/mCHBA DFAG4 m4 m4 mIn the figure, CD = DE = EF= FG=1mfigure. Span GH is subjected to uniformlydistributed load of magnitude 5 kN/m. For theloading shown, shear force immediate to theright of section E is 9.84 kN upwards and thesagging moment at section E is 10.31 kN-m.The magnitude of the shear forceleft and immediate toimmediate tothe right of section B are

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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

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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