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.can be used to define the variation of the distributed load magnitude as a function of position, time, velocity, etc. for a group of points, each of which appears in an element-based or surface-based nonuniform load definition;.will be called for load integration points associated with each nonuniform load definition;.does not make available the current value of the nonuniform distributed loads for file output purposes; and.recognizes an amplitude reference if it appears with the associated nonuniform load definition. Current orientation of the face, edge, or beam for pressure type loads (not applicable for body force type loads). The second dimension indicates the vector, and the third dimension indicates the components of that vector. For faces (pressures on three-dimensional continuum, shell, and membrane elements), the first and second vectors are the local directions in the plane of the surface and the third vector is the normal to the face, as defined in. For edges (pressures on two-dimensional continuum elements and two-dimensional beams), the first vector is the normal to the edge, the second vector is the tangent to the edge, and, if ndim=3, the third vector will be a unit normal in the out-of-plane direction. For three-dimensional beam elements, the first and second vectors are the local beam axes (, ) and the third vector is the tangent vector ( ), as defined in.
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