Unformatted text preview: Problem 3)
For the structure below, ﬁnd the global stiffness matrix, solve for the and displacements, reactions, and mtemal forces. Do your answers line up with what a classical method would provide? E= 29009 k§i _ . P=2.5 kips
I= 1200 m*1n*m*m
A: 15 in‘in 6x6 ...
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- Spring '08