2. In the figure shown below, find the force in member BD and the support reactions at A and E. [Answers: Ax = -649.5 lb, Ay = -375 lb, Ey = 750 lb, BD = 646.2 lb Tension] 750 lb B 30° 60° A 4 in. 0 14 in. 60° 5- D E X

2. In the figure shown below, find the force in member BD and the support reactions at A and E. [Answers: Ax = -649.5 lb, Ay = -375 lb, Ey = 750 lb, BD = 646.2 lb Tension] 750 lb B 30° 60° A 4 in. 0 14 in. 60° 5- D E X

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.2.21P: Solve the preceding problem for the following data: b = 8.0 in., k = 16 lb/in., a = 45°, and P = 10...

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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.

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2. In the figure shown below, find the force in member BD and the support reactions at A and E.
[Answers: Ax = -649.5 lb, Ay = -375 lb, Ey = 750 lb, BD = 646.2 lb Tension]
750 lb
30°
60°
A
4 in.
0
14 in.
60°
5-
E

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