Figure Q2 shows an 11 m long steel beam AC of uniform cross-section, simply supported at left end A and roller supported at location B. A uniformly distributed load of 40 kN/m is applied on the part AB of the beam together with a concentrated load of 20 kN at the end C. 20 kN 40 kN/m B- -8 m- 3 m

Figure Q2 shows an 11 m long steel beam AC of uniform cross-section, simply supported at left end A and roller supported at location B. A uniformly distributed load of 40 kN/m is applied on the part AB of the beam together with a concentrated load of 20 kN at the end C. 20 kN 40 kN/m B- -8 m- 3 m

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.3.5P: Segments AB and BCD of beam ABCD are pin connected at x = 10 ft. The beam is supported by a pin...

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

Question

Figure Q2 shows an 11 m long steel beam AC of uniform cross-section,
simply supported at left end A and roller supported at location B. A uniformly
distributed load of 40 kN/m is applied on the part AB of the beam together
with a concentrated load of 20 kN at the end C.
20 kN
40 kN/m
В.
8 m
3 m

Draw a free body diagram and find the reaction forces at the supports
A and B.

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