The consistence load matrix.
Case (a) Let F ( x, t ) be the uniformly distributed load as shown in figure 12.5
Figure 12.5: Uniformly distributed loads over an element
| Transverse Vibrations of continuous Beams | |||
The consistence load matrix. Case (a) Let F ( x, t ) be the uniformly distributed load as shown in figure 12.5
Figure 12.5: Uniformly distributed loads over an element |
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