For the beams shown, determine the nodal displacements and slopes solve using finite element methods 8 kN/m E = 70 GPa | = 3 x 10-4 2
For the beams shown, determine the nodal displacements and slopes solve using finite element methods 8 kN/m E = 70 GPa | = 3 x 10-4 2
ChapterB: Graphical Analysis Of Planar Trusses
Section: Chapter Questions
Problem 6P
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