A vertical bar consists of three prismatic segments A₁ (between A and B), A₂ (between B and D), and A3 (between D and E) with cross-sectional areas of 6000 mm², 5000 mm², and 4000 mm², respectively. The bar is made of steel with E = 200 GPa. Ignore the weight of the bar, and determine: (a) Reaction force at the fixed support. (b) Axial force between A and B. (c) Axial force between B and C. (d) Axial force between C and D: (e) Axial force between D and E.. (f) Calculate the displacements at points B, D, and E. (Show work below in detail; No points will be given if detailed derivations were not provided.) 500 mm PB = 50 N B 250 mm + Pc-250 N 250 mm D 500 mm E

A vertical bar consists of three prismatic segments A₁ (between A and B), A₂ (between B and D), and A3 (between D and E) with cross-sectional areas of 6000 mm², 5000 mm², and 4000 mm², respectively. The bar is made of steel with E = 200 GPa. Ignore the weight of the bar, and determine: (a) Reaction force at the fixed support. (b) Axial force between A and B. (c) Axial force between B and C. (d) Axial force between C and D: (e) Axial force between D and E.. (f) Calculate the displacements at points B, D, and E. (Show work below in detail; No points will be given if detailed derivations were not provided.) 500 mm PB = 50 N B 250 mm + Pc-250 N 250 mm D 500 mm E

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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