For the beam shown loaded with a uniformly distributed load of 10 kN/m, a couple of 2 kN.m, and an upward 2kN load, determine the following. A is pinned, C is fixed, and B is an internal hinge. 10 EN/m 2 kN.m 2kN a. Internal moment at B. Shear at B. (Specify the sign of shear) Maximum negative moment on the beam. Draw the qualitative deflection of the beam. b. C. d.

For the beam shown loaded with a uniformly distributed load of 10 kN/m, a couple of 2 kN.m, and an upward 2kN load, determine the following. A is pinned, C is fixed, and B is an internal hinge. 10 EN/m 2 kN.m 2kN a. Internal moment at B. Shear at B. (Specify the sign of shear) Maximum negative moment on the beam. Draw the qualitative deflection of the beam. b. C. d.

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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