The following figure represents a bar problem in static equilibrium and the related linear finite element model (The bar is modeled by one linear element). The bar is made of steel with modulus of elasticity E = 200 GPa and it has a length of 1 m and a cross-sectional area A = 10 cm?. If the bar is fixed at one end and subjected to a uniform distributed load of intensity w = 1 kN/m and a concentrated force F = 5 kN at its free end as shown, what would be the displacement at global node 2? =1 kN/m L=1m F=5 kN 2

The following figure represents a bar problem in static equilibrium and the related linear finite element model (The bar is modeled by one linear element). The bar is made of steel with modulus of elasticity E = 200 GPa and it has a length of 1 m and a cross-sectional area A = 10 cm?. If the bar is fixed at one end and subjected to a uniform distributed load of intensity w = 1 kN/m and a concentrated force F = 5 kN at its free end as shown, what would be the displacement at global node 2? =1 kN/m L=1m F=5 kN 2

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 2.2.18P: The horizon Lai rigid beam A BCD is supported by vertical bars BE and CF and is loaded by vertical...

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