A method of allocating objects within a plurality of storage bins including monitoring motion within the plurality of storage bins, wherein each storage bin of the plurality of storage bins includes a profile sensor coupled therein, and activating the profile sensor coupled within a first storage bin. The profile sensor activated based on detection of motion within the first storage bin. The method also includes determining, with the profile sensor, an available capacity within the first storage bin, and transmitting an indication of the available capacity within the first storage bin.

A method of allocating objects within a plurality of storage bins including monitoring motion within the plurality of storage bins, wherein each storage bin of the plurality of storage bins includes a profile sensor coupled therein, and activating the profile sensor coupled within a first storage bin. The profile sensor activated based on detection of motion within the first storage bin. The method also includes determining, with the profile sensor, an available capacity within the first storage bin, and transmitting an indication of the available capacity within the first storage bin.

Provided is a numerical controller that is capable of determining a proper timing of swarf discharge and allows an operator to change a swarf discharge method and examine appropriateness of the timing of the swarf discharge on an as needed basis, the numerical controller including a simulation unit that executes a simulation in which a workpiece is machined based on a machining program, a rendered workpiece volume calculation unit that calculates the volume of a rendered workpiece representing the shape of the workpiece rendered by the simulation, and a swarf accumulation amount prediction unit that predicts, based on the volume of the initial rendered workpiece when execution of the simulation is started and the volume of the rendered workpiece when execution of each block included in the machining program is completed, a swarf accumulation amount when the execution of the block is completed.

In a method for determining an area milled by at least one construction machine or at least one mining machine by means of a milling drum (2) by means of working a predetermined area in several milling trajectories by at least one machine (1), determining the length of the milling trajectories along which a milling operation has taken place by evaluating the continuous machine positions, adding up the previously milled partial areas taking into account the length of the milling trajectory and the installed width of the milling drum (2), wherein the partial area currently milled along the milling trajectory is checked, either continuously or subsequently, for overlapping or multiple overlapping with any previously milled partial areas, and any partial areas which overlap are deducted, as overlapping areas, from the added-up previously milled partial areas, the total added-up partial areas milled minus the total overlapping areas established give the milled area.

In a method for determining an area milled by at least one construction machine or at least one mining machine by means of a milling drum (2) by means of working a predetermined area in several milling trajectories by at least one machine (1), determining the length of the milling trajectories along which a milling operation has taken place by evaluating the continuous machine positions, adding up the previously milled partial areas taking into account the length of the milling trajectory and the installed width of the milling drum (2), wherein the partial area currently milled along the milling trajectory is checked, either continuously or subsequently, for overlapping or multiple overlapping with any previously milled partial areas, and any partial areas which overlap are deducted, as overlapping areas, from the added-up previously milled partial areas, the total added-up partial areas milled minus the total overlapping areas established give the milled area.

The present invention is a computer implemented method of design a roof, the method comprising: mapping, a roof layout of a structure; identifying, a set of features of the roof layout, wherein the set of features identifies the slope and intersection of the surfaces of the roof layout; applying, a plurality of trusses over the roof layout in a predetermined orientation; generating, a profile of each of the plurality of trusses, wherein the profile is generated through the combination of the identified set of features of the roof layout and the orientation of the trusses; calculating, a weight of the roof layout based on the total weight of the trusses; and calculating, a difficulty rating of the roof layout.

Systems and methods for three-dimensional computer modeling of buildings are disclosed, including a method comprising generating, with a computer processor, a 3D model of walls of a structure and a wall area measurement estimate report, using the 3D model of the walls, displaying multiple line drawings of a building having a roof.

Systems and methods for three-dimensional computer modeling of buildings are disclosed, including a method comprising generating, with a computer processor, a 3D model of walls of a structure and a wall area measurement estimate report, using the 3D model of the walls, displaying multiple line drawings of a building having a roof.

The present invention is a computer-implemented method comprising: receiving at least one architectural drawing; analyzing each of the at least one architectural drawing, wherein non-structural elements are removed from each of the at least one architectural drawing; generating structural drawings for each of the at least one architectural drawing; marking each element within the structural drawings; generating a 3D model based on the structural drawings; analyzing the 3D model, wherein the 3D model is tested for predetermined characteristics; and generating a report based on the analyzed results of the predetermined characteristics.

The present invention is a computer-implemented method comprising: receiving at least one architectural drawing; analyzing each of the at least one architectural drawing, wherein non-structural elements are removed from each of the at least one architectural drawing; generating structural drawings for each of the at least one architectural drawing; marking each element within the structural drawings; generating a 3D model based on the structural drawings; analyzing the 3D model, wherein the 3D model is tested for predetermined characteristics; and generating a report based on the analyzed results of the predetermined characteristics.