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Uniformly and linearly distributed loads are considered.
For distributed loads, modal analysis is generally required.
Both concentrated and distributed loads are dealt with.
The external and inertia loads on the structural components are modelled as distributed loads.
This chapter also demonstrates an example for the treatment of uniformly distributed loads using mechanism methods.
Loading uncertainties can be in either concentrated loads or uniformly distributed loads.
A 12-point loading system was used to simulate uniformly distributed loads.
The transverse loads include distributed loads, q(x), concentrated loads, Pi, and concentrated couples, Cj.
When considering concentrated and uniformly distributed loads, the maximum deflection decreases with increasing length scale parameter.
The plates are subjected to uniformly distributed loads with simply supported and clamped boundary conditions.
The plate considered rests on elastic foundations under transversely distributed loads.
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