By using member loads, you can apply loads to one-dimensional members, such as beams, columns, and braces.
Full-length uniformly distributed loads (UDLs)
Partial-length uniformly distributed loads (UDLs) and variable distributed loads (VDLs)
Trapezoidal loads
Point loads and Moment loads
Full-length torsional uniformly distributed loads (UDLs)
Partial-length torsional uniformly distributed loads (UDLs) and variable distributed loads (VDLs)
