Abstract: The present invention is a computer-implemented method for constructing the foundation of a building, comprising; receiving nodal data associated with the structure design; propagate, member data of the structural frame; analyzing, the member data of the structural frame and the nodal data; applying, a series of loads to the structural frame; generating, a deflection model of the structural frame; and determining, by one of more processors, if any of the members failed and determining the strengthening requirements for the failed members.

Abstract: The present invention is a computer method for determining and generating the sheathing materials required for the construction of a building, comprising; receiving, by one or more processors, a model of a structure, analysing, by one or more processors, the model of the structure to identify interior and exterior surfaces, identifying, by one or more processors, a surface type, wherein each surface type has a predetermined set of sheathing material panel types which can be applied to the surface type, receiving, by one or more processors, sheathing material properties via a user interface for each surface layer, wherein the surface layers are limited based on the surface types, receiving, by one or more processors, sheathing material layout parameters via a user interface for each of the surface types, calculating, by one or more processors, a layout of the sheathing material panels for each of the surfaces, and rendering, by one or more processors, an image of the sheathing material layout on each of the su

Abstract: The present invention is a system, comprising: isolate at least one roof truss from a building model; process a first set of data associated with the characteristics of the roof truss members, wherein the characteristics are related to the profile and length; process a second set of data associated with the assembly of the roof truss; create an assembly process of the roof truss, wherein an assembly and disassembly of the roof truss is performed to determine at least one assembly process based on the order of connecting the roof truss members from a construction perspective; formulate a package of the roof truss, wherein the package is organized based on assembly process; adjust the orientation of the members within the package based on the shipping vessel limitations and the other bundles of the model which are contained within the shipping vessel; and generate a graphical representation of the package.

Abstract: The present invention is a system for optimizing the shipping of floor joists, comprising: analyzing a building model, wherein a set of floor joists are isolated; processing a first set of data associated each of the set of floor joists, wherein the first set of data is related to members of the floor joist and the interface between these members; grouping a first group of the set of floor joists into a bundle, wherein the first group of floor joists is based on the processed first set of data; analyzing the bundle relative to the volume of a shipping vessel, wherein it is determined if the shipping vessel can container the vessel; manipulating, by at least one processor the bundle of floor joists based on limitations of the shipping vessel; and generating a graphical representation of the bundle and the position of the bundle within the shipping vessel.

Abstract: A method to reinforce a structural frame, the method comprising: receiving a model of a building, wherein the model is comprised of a frame and the frame is comprised of a series of assemblies which are connected and each of the series of assemblies are comprised of a set of members; processing the frame to a predetermined stress model, wherein a set of alterations to the frame are identified; identifying sections of the frame to be altered based on the determined alterations, wherein the alterations are reinforcements to produce a frame which is able to pass the stress model analysis; modifying the sections of the frame; generating a set of casts based on each section of the frame to be reinforced, and manipulating the frame with the set of casts; and producing a set of instructions and visual depictions of the reinforcement of the sections of the frame.

Abstract: The present invention is a computer implemented method for determining and conforming the position of electrical systems within a building, comprising: analyzing a model, wherein the model is comprised of a plurality of members; identifying an electrical system, wherein the electrical system is integrated into the model; identifying where the electrical system interfaces with the plurality of members; isolating the group of members which interface with the electrical system; calculating a set of actual values associated with the interfaces between the electrical system and the group of members; comparing the actual values to a required value, and determining if the actual value is within a predetermined range of the required value; and generating a list of interfaces which the actual value it outside the predetermined range of the actual values.

Abstract: The present invention is a computer implemented method comprising: accessing, by at least one processor, a model of a building, wherein the model is comprised of a plurality of members; incorporating, by at least one processor, a mechanical system within the building model; identifying, by at least one processor, at least one instance where the mechanical system interfaces with at least one member; analyzing, by at least one processor, the interface between the mechanical system and the at least one member, wherein a set of actual values are calculated; comparing, by at least one processor, the actual values to required values based on the type of interface, and determining if the actual values is within a predetermined range of the required values, and generating, by at least one processor, a list of interfaces which the actual value it outside the predetermined range of the actual values.

Abstract: A system comprising; analyzing a building model, wherein a set of floor joists are isolated from other assemblies; processing a first set of data associated with the coordinates of the floor joists; processing a second set of data associated with the assembly of the floor joists; creating a set of data associated with the assembly of the floor joist and the coordinates of a set of floor joist members; formulating an assembly of the floor joist, wherein the assembly is a predetermined organization of the floor joists based on the first set of data and the second set of data; calculating the assembly based on a set of limitations, wherein the limitations are based on the shipping vessel; manipulating the assembly, wherein the manipulated assembly is within the limitations of the shipping vessel; and generating a graphical representation of the manipulated assembly.

Abstract: A system comprising; analyzing a building model, wherein a set of roof trusses are isolated from other assemblies; processing a first set of data associated with the coordinates of the roof trusses; processing a second set of data associated with the assembly of the roof trusses; creating a set of data associated with the assembly of the roof truss and the coordinates of a set of roof truss members; formulating an assembly of the roof truss, wherein the assembly is a predetermined organization of the roof trusses based on the first set of data and the second set of data; calculating the assembly based on a set of limitations, wherein the limitations are based on the shipping vessel; manipulating the assembly, wherein the manipulated assembly is within the limitations of the shipping vessel; and generating a graphical representation of the manipulated assembly.

Abstract: The present invention is a method for accessing a model of a building; selecting a set of floor joists, wherein the floor joists are identified by a set of members, the type of members, and the member properties; isolating a plurality of the floor joists, wherein the floor joists interface with another floor joists in a horizontal type interface; selecting members of the floor joists involved in the interface, wherein the interface is identified as a connection between the floor joists; detecting the member type and the interface type; calculating a set of actual values associated with the interface type; comparing the set of actual values with a set of required values and determining the delta of the actual values and the required values; and identifying each interface where the delta is outside a predetermined range.

Abstract: The present invention is a computer implemented method for determining and conforming the position of furniture within a building, comprising: accessing, by at least one processor, a model; identifying, by at least one processor, components and frame members, wherein the components are positioned within the model and interface with select frame members; detecting, by at least one processor, at least one instance where the component interfaces with at least one of the frame members; calculating, by at least one processor, an actual location of the component relative to the frame members; comparing, by at least one processor, the actual location of the component relative to the frame members to a required location; and generating, by at least one processor, a list of interfaces which the actual location is outside the predetermined range of the required locations.

Abstract: A computer program product comprising: accessing a model of a building, wherein the model is comprised of a plurality of assemblies, wherein the assemblies are comprised of a plurality of members; detecting the assemblies which are identified as floor joists, wherein the floor joist is identified by the specific members and member internal interfaces and the member properties; analyzing the floor joists to determine if a floor joist has an external interface with another floor joist; isolating the floor joists and the plurality of members; and analyzing each of the members of the floor joists which have external interfaces with other members, wherein the interface is analyzed to determine if the interface is conflicting, wherein a conflicting interface is one where the actual values of the members are inconsistent with a required value.

Abstract: A computer program product comprising: accessing a model of a building, wherein the model is comprised of a plurality of assemblies, wherein the assemblies are comprised of a plurality of members; detecting the assemblies which are identified as roof trusses, wherein the roof truss is identified by the specific members and member internal interfaces and the member properties; analyzing the roof trusses to determine if a roof truss has an external interface with another roof truss; isolating the roof trusses and the plurality of members; and analyzing each of the members of the roof trusses which have external interfaces with other members, wherein the interface is analyzed to determine if the interface is conflicting, wherein a conflicting interface is one where the actual values of the members are inconsistent with a required value.

Abstract: The present invention is a method for accessing a model of a building, selecting a set of roof trusses, wherein the roof trusses comprised of a first set of members, isolating plurality of wall panels, wherein the wall panels are comprised of a second set of members, selecting a group of interfacing members between a roof truss and a wall panel, detecting an interface type between the roof truss and the wall panel, wherein each interface has a predetermined set of requirements, calculating a set of actual values associated with the interface type, comparing the set of actual values with a set of required values and determining the delta of the actual values and the required values, and identifying each interface where the delta is outside a predetermined range.

Abstract: A computer program product comprising: accessing a model of a building, wherein the model is comprised of a plurality of assemblies, wherein the assemblies are comprised of a plurality of members; detecting the assemblies which are identified as wall panels, wherein the wall panel is identified by the specific members and member internal interfaces and the member properties; analyzing the wall panels to determine if a wall panel has an external interface with another wall panel; isolating the wall panels and the plurality of members; and analyzing each of the members of the wall panels which have external interfaces with other members, wherein the interface is analyzed to determine if the interface is conflicting, wherein a conflicting interface is one where the actual values of the members are inconsistent with a required value.

Abstract: The present invention is a computer implemented method for determining and conforming the position of finishing materials within a building, comprising: accessing, by at least one processor, a model; identifying, by at least one processor, sheathing materials and frame members; detecting, by at least one processor, at least one instance where the sheathing material interfaces with at least one of the frame members; calculating, by at least one processor, an actual location of the sheathing material relative to the frame members; comparing, by at least one processor, the actual location of the sheathing material relative to the frame members to a required location; and generating, by at least one processor, a list of interfaces which the actual location is outside the predetermined range of the required locations.

Abstract: The present invention is a system, comprising: isolate at least one wall panel from a building model; process a first set of data associated with the characteristics of the wall panel members, wherein the characteristics are related to the profile and length; process a second set of data associated with the assembly of the wall panel; create an assembly process of the wall panel, wherein an assembly and disassembly of the wall panel is performed to determine at least one assembly process based on the order of connecting the wall panel members from a construction perspective; formulate a package of the wall panel, wherein the package is organized based on assembly process; adjust the orientation of the members within the package based on the shipping vessel limitations and the other bundles of the model which are contained within the shipping vessel; and generate a graphical representation of the package.

Abstract: The present invention is a computer implemented method comprising: accessing a model of a building; isolating a set of roof trusses, wherein the roof trusses are comprised of members; analyzing each of the members and determining the actual properties of each of the members; comparing if the actual properties of the members are within a predetermined tolerance of a set of required properties for each of the members; and generating a list of all conflicting members.

Abstract: The present invention is a method for accessing a model of a building; selecting a foundation; isolating a plurality of wall panels, wherein the wall panels are comprised of a set of members; selecting a group of the set of members which interface with the foundation, wherein the interface is identified as a connection between a wall member and the foundation; detecting an interface type between the foundation and the wall member, wherein each interface has a predetermined set of requirements; calculating a set of actual values associated with the interface type; comparing the set of actual values with a set of required values and determining the delta of the actual values and the required values; and identifying each interface where the delta is outside a predetermined range.

Abstract: The present invention is a system for optimizing the shipping of wall panels, comprising: analyzing a building model, wherein a set of wall panels are isolated; processing a first set of data associated each of the set of wall panels, wherein the first set of data is related to members of the wall panel and the interface between these members; grouping a first group of the set of wall panels into a bundle, wherein the first group of wall panels is based on the processed first set of data; analyzing the bundle relative to the volume of a shipping vessel, wherein it is determined if the shipping vessel can container the vessel; manipulating, by at least one processor the bundle of wall panels based on limitations of the shipping vessel; and generating a graphical representation of the bundle and the position of the bundle within the shipping vessel.