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 C B F 4m 4 m 4m In the figure, CD= DE = EF = FG= 1m 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. 1 2. The magnitude of the shear force The vertical reaction at support H is 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 C B F 4m 4 m 4m In the figure, CD= DE = EF = FG= 1m 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. 1 2. The magnitude of the shear force The vertical reaction at support H is immediate to the left and immediate to the right of section B are

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.3P

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