Determine the nodal displacements and element stresses by finite element formulation for the following figure. Use P-300 k N; A,-0.5 m²; A₂-1 m²; E-200 GPa

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter7: Analysis Of Stress And Strain
Section: Chapter Questions
Problem 7.2.17P: A simply supported beam is subjected to point load P at mid-span. The normal stress on an element at...
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1. Axially loaded bar, fixed on one end and free on the other end.
Determine the nodal displacements and element stresses by finite element
formulation for the following figure. Use P-300 k N; A,-0.5 m²; A₂-1 m²;
E-200 GPa
300 kN
In
*
A₂
2m
A, -0.5 m²
A₂ = 1m²
E = 200 GPa
Transcribed Image Text:1. Axially loaded bar, fixed on one end and free on the other end. Determine the nodal displacements and element stresses by finite element formulation for the following figure. Use P-300 k N; A,-0.5 m²; A₂-1 m²; E-200 GPa 300 kN In * A₂ 2m A, -0.5 m² A₂ = 1m² E = 200 GPa
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