4. Write the equation governing the free vibration of the systems shown in Figs. 1 to 3. Assuming the beam to be massless, each system has a single DOF defined as the vertical deflection under the weight w. The flexural rigidity of the beam is EI and the length is L.
4. Write the equation governing the free vibration of the systems shown in Figs. 1 to 3. Assuming the beam to be massless, each system has a single DOF defined as the vertical deflection under the weight w. The flexural rigidity of the beam is EI and the length is L.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:4. Write the equation governing the free vibration of the systems
shown in Figs. 1 to 3. Assuming the beam to be massless, each system
has a single DOF defined as the vertical deflection under the
weight w. The flexural rigidity of the beam is EI and the length
is L.
L/2
W
Figure 1
L/2
L/2
W
Figure 3
L/2
L
Figure 2
PW
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Step 1: State the given data
VIEWStep 2: Express the deflection for a simply supported beam and determining the system's free vibration
VIEWStep 3: Express the deflection for a simply supported beam and determining the governing the system's vibrat
VIEWStep 4: Express the deflection for the fixed beam and determining the system's free vibration
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