User:Eml4500.f08.bottle.barnes/HW5

=6-Bar Truss: Case 1=

For the first case, all of the values for the modulus of elasticity and cross sectional area are the same.

The following code was compiled to produce the plot for the deformed and undeformed six bar truss.



=6-Bar Truss: Case 2=

For the second case, all of the values for the modulus of elasticity are different, while the values for the cross sectional area remain the same. The values for the different moduli can be found in the code below.

The following code was compiled to produce the plot for the deformed and undeformed six bar truss, including the deformed truss with the varying moduli of elasticity.