Question: For truss shown with member properties, E = 2 0 0 GPa, Area of Each Bar = 2 5 0 0 sq . mm and

For truss shown with member properties, E =200 GPa, Area of Each Bar =2500 sq.mm and loaded, solve for the reactions using the Force Method and then determine the bars with the maximum tensile and compressive forces.
For truss shown with member properties, E = 2 0 0

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