Derive all the stiffness terms of the 2 d beam-column
Derive all the stiffness terms of the 2 D beam-column stiffness matrix using the shape function approach. You must use symbol manipulation software such as MatLab or Mathematica. Do not do the integrations and matrix multiplications by hand.
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derive all the stiffness terms of the 2 d beam-column stiffness matrix using the shape function approach you must use
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