. A beam ABCD is supported by a roller at A and a hinge at D. It is subjected to the loads shown in Fig: P-441, which act at the ends of the vertical members BE and CF. These vertical members are rigidly attached to the beam at B and C. (Draw shear and moment diagrams for the beam ABCD only.) Ans. Max. M = -28 kN m 10 kN F 2 m 2 m- -2 m DI 2 m E Figure P-441 14 kN

. A beam ABCD is supported by a roller at A and a hinge at D. It is subjected to the loads shown in Fig: P-441, which act at the ends of the vertical members BE and CF. These vertical members are rigidly attached to the beam at B and C. (Draw shear and moment diagrams for the beam ABCD only.) Ans. Max. M = -28 kN m 10 kN F 2 m 2 m- -2 m DI 2 m E Figure P-441 14 kN

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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