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, P-200kN, P₁-50KN. Areas of the bar segments A1=1000mm, A2-2000mm, A3-1000mm. E-200Gpa 2000 mm- -1000- -1500 IP₂ lb Pal la 10 D A₁ B A₂ 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, P-200kN, P₁-50KN. Areas of the bar segments A1=1000mm, A2-2000mm, A3-1000mm. E-200Gpa 2000 mm- -1000- -1500 IP₂ lb Pal la 10 D A₁ B A₂ 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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