For the cantilever beam shown below, assume the beam to be approximately massless with the effects of mass modeled using the two lumped masses below. Assume that axial and shear deformations can be neglected. Formulate the stiffness matrix k and the mass matrix m for the system that would be used to calculate the displacements and rotations at the lumped masses due to the applied loads p1(t) and p2(2).
For the cantilever beam shown below, assume the beam to be approximately massless with the effects of mass modeled using the two lumped masses below. Assume that axial and shear deformations can be neglected. Formulate the stiffness matrix k and the mass matrix m for the system that would be used to calculate the displacements and rotations at the lumped masses due to the applied loads p1(t) and p2(2).
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the cantilever beam shown below, assume the beam to be approximately massless with the
effects of mass modeled using the two lumped masses below. Assume that axial and shear
deformations can be neglected. Formulate the stiffness matrix k and the mass matrix m for the
system that would be used to calculate the displacements and rotations at the lumped masses
due to the applied loads p1(t) and p2(2).
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