4. The bar ABCD shown in Figure 4 is made up of solid circular rods welded together and is rigidly supported at A, where the diameter is 20 mm. For the loads shown, calculate: (a) The resultant stress distribution at section A. (b) The maximum principal stress at section A. 600 N 200 mm В 80 mm D 300 mm 60 N A diameter = 20 mm

4. The bar ABCD shown in Figure 4 is made up of solid circular rods welded together and is rigidly supported at A, where the diameter is 20 mm. For the loads shown, calculate: (a) The resultant stress distribution at section A. (b) The maximum principal stress at section A. 600 N 200 mm В 80 mm D 300 mm 60 N A diameter = 20 mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.4.5P: A beam with a width h = 6 in. and depth h = 8 in. is simply supported at A and B. The beam has a...

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