Determine of the internal resistance force of each segment of the bar shown below, and the total elongation of the bar. Let: The forces acting P₁=150kN, P₂=250kN, P3=200kN, P4=50kN. Areas of the bar segments A1=1000mm, A2=2000mm, A3=1000mm. E=200Gpa -1000- -1500 -2000 mm P₂ lb P3| PA a a A₁ B A₂ b A3 C

Determine of the internal resistance force of each segment of the bar shown below, and the total elongation of the bar. Let: The forces acting P₁=150kN, P₂=250kN, P3=200kN, P4=50kN. Areas of the bar segments A1=1000mm, A2=2000mm, A3=1000mm. E=200Gpa -1000- -1500 -2000 mm P₂ lb P3| PA a a A₁ B A₂ b A3 C

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 2.11.4P: A prismatic bar in tension has a length L = 2.0 m and cross-sectional area A =249 mn2. The material...

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