User input is greatly simplified as there is no need to number elements and nodes or to specify member connectivity and section properties. Uniform loads on slabs are automatically converted to trapezoidal or triangular loads on beams.

Entire input is entered in one web page consisting of  two forms - one for framing plan and another for element types. Parts of the two forms are shown below.

Depending on the floor layout, some cells may not have any column, beam or slab. Leave such cells as they are. However, make sure that all slabs have peripheral beams along gridlines. When there are two columns at a location, one above and another below the floor, use two column identifiers separated by a slash e.g. C3/C9. 

Other entries in the form are more or less self-explanatory. Cx and Cy are the dimensions of column parallel to x (horizontal) and y (vertical) axes, H is column height, bw and D are beam width and depth respectively and t is slab thickness. Enter factored uniform loads on beams and slabs inclusive of self weight. The software does not apply any load factors nor does it calculate self-weight of elements.

Let us take an example of a floor slab S1 5m x 6m, 200 mm thick with a load of 5 kN/m² supported on beams B1, 300 mm wide x 600 mm deep which in turn rest on 3m tall columns C1, 400 mm x 500 mm above and below the floor as shown below:

The framing plan and element types for this case are entered as follows:

And here is the resulting output :