Hello, You can define the load on the curvilinear edge of the slab with the -Arc wall command, -You can define the point slab load in small intervals with the command, you can define the linear slab load piece by piece."201968":3d3jcu3y" said:Good evening; I want to enter a linear load (parapet/railing load) on the circular slab end in the attached photo. How can I enter a circular linear load? It can be defined as a line.
The load of motif beams can be entered as point, linear floor load and wall load.Your similar question was answered in the following thread before."201968":2bsok4ze" said:Is it healthy to calculate the motif beam load hanging from the parapet/railing and slab end and enter it as a spring wall or linear-point load at the end? ( motif/parapet detail will be corrected by hand)