Reference no: EM133674954
Global coordinate system, global freedoms, and location vectors are shown in the figure below.

PART A
Calculate the structural stiffness matrix of the truss shown. Take A = 300 mm2 and E = 200 GPa.

PART B
Evaluate the unknown nodal displacements and reactions for the truss of shown above using the stiffness method.
PART C
For the truss shown above, evaluate the member forces of each element using the stiffness method and specify whether there are in compression or tension.
PART D
Compare the hand calculations with the SpaceGass/ABAQUS software and comments on the comparison between them. You need to include software analysis results.
PART E
Compare the hand calculations with the Matlab calculations and comments on the comparison between them. You need to include screenshot of Matlab input and output files in your assignment.
PART A
Determine the reactions at the supports. Assume "1" is fixed "2" and "3" are rollers. Assume I = 250 X 106 mm4. E = 200,000 MPa.

PART B
Compare the hand calculations with the SpaceGass/ABAQUS software and comments on the comparison between them. You need to include software analysis results.
PART C
Compare the hand calculations with the Matlab calculations and comments on the comparison between them. You need to include screenshot of Matlab input and output files in your assignment.
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