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Revit2010x32Keygenkeygen Â· PC / Mac Users Â· Tivoli Replication Option Â· Report Writer Â· Replicator Beta Â· Standard User Â· Report Store Â· SQL ServerÂ .There are some desirable techniques for constructing a timber frame, some of them having been described on occasion. However, a unique combination of desirable techniques in a novel and economically efficient manner has not been devised. This is true for a commercial construction process and to that end the present invention constitutes new and useful advances in this area.
One method that has been developed for timber framing is a mechanical process known as the knock down. Here a framework is fabricated, generally consisting of two elements, a header and a truss. The header and truss are connected to one another by means of a pin-type connector called a lap connector. A sheet of plywood is inserted between the header and truss, its edges lying flush with or being fastened to the truss and header. The plywood faces between the trusses and headers and the lap connector is driven into the trusses and headers, and then the plywood is held in place by tightening nuts on the lap connector, which are tightened against the ends of the truss and header. The result is a finished timber framed building.
Several methods of accomplishing this have evolved, the most common being the use of sliding lap connectors, rather than pins, that are friction fit between the truss and header. In this process a pair of mating lap connectors, with corresponding recesses in their outer faces, are produced from two sheets of plywood, the lap connectors being fastened, on one of the plywood sheets, to be flat against the sheet and to be recessed a distance equal to the thickness of the plywood sheet. These lap connectors are disposed in the appropriate positions in the truss and header prior to assembling the two elements of the framework. The other plywood
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