2. Axilly loaded bar, fixed-fixed on both ends An axial load P=200x10³ N is applied on a bar as shown. Using the penalty approach for handling boundary conditions, determine nodal displacements, stress in each material and reaction forces. 1 200 -- P 2 300 -200 wwwwwwwww 1-A, -2400 mm; E, = 70 x 10° N/m² 2-A₂-600 mm2; E-200 x 10' N/m²

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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2. Axilly loaded bar, fixed-fixed on both ends
An axial load P=200×10³ N is applied on a bar as shown. Using the penalty
approach for handling boundary conditions, determine nodal displacements,
stress in each material and reaction forces.
1
200 --
P
2
300
200
w
1-A, -2400 mm; E, -70 x 10' N/m²
2-A₂-600 mm2; E₂ -200 x 10' N/m²
Transcribed Image Text:2. Axilly loaded bar, fixed-fixed on both ends An axial load P=200×10³ N is applied on a bar as shown. Using the penalty approach for handling boundary conditions, determine nodal displacements, stress in each material and reaction forces. 1 200 -- P 2 300 200 w 1-A, -2400 mm; E, -70 x 10' N/m² 2-A₂-600 mm2; E₂ -200 x 10' N/m²
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