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A plurality of wooden roof trusses for constructing a roof includes first and second wooden roof trusses. Each of the first and second wooden roof trusses includes a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord. A first web is provided to the first wooden

A plurality of wooden roof trusses for constructing a roof includes first and second wooden roof trusses. Each of the first and second wooden roof trusses includes a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord. A first web is provided to the first wooden roof truss and a second web is provided to the second wooden roof truss. Each of the first and second webs has a tapered web end shape set without regard to a shape of a first and second joint, respectively, into which said tapered web end shapes of the first and second webs fit. The first and second webs are substantially identical in length and web end shape. The first and second webs are located at different positions in their respective first and second wooden roof trusses.

대표청구항 ▼

1. A method of computer-design of a wooden roof truss having a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord, said upper chord and said bottom chord to be connected by at least one web via nail-plated joints, said method including the steps of:setting a pl

1. A method of computer-design of a wooden roof truss having a bottom chord and at least one upper chord obliquely disposed relative to the bottom chord, said upper chord and said bottom chord to be connected by at least one web via nail-plated joints, said method including the steps of:setting a plurality of web designs having tapered end shapes at each end thereof and being of discrete web lengths at increments between minimum and maximum web lengths, said plurality of web designs, tapered end shapes and discrete web lengths being predetermined without knowing shape, pitch and span of said wooden roof truss to be designed; computer-generating a truss design for said wooden roof truss via truss design software, said truss design software taking into consideration the shape, pitch and span of the wooden roof truss to be designed and calculating target joint locations for joints between webs and chords of said truss to be designed, said truss design software then taking into consideration said plurality of web designs and said calculated target joint locations by applying predetermined criteria to sequentially select web designs from said plurality of web designs to result in actual joint locations which satisfactorily approximate said target joint locations. 2. A method of computer-design of a wooden roof truss according to claim 1 wherein in said sequential selection step each web design is selected by said truss design software taking into consideration the actual joint location resulting from an immediately previously selected web design and a next said target joint location and applying said predetermined criteria.3. A method of computer-design of a wooden roof truss according to claim 1 wherein said tapered end shapes of the web designs are substantially identical.4. A method of computer-design of a wooden roof truss according to claim 3 wherein said tapered end shapes are substantially semicircular.5. A method of computer-design of a wooden roof truss according to claim 3 wherein said tapered end shapes are formed as a series of cuts at successive angles.6. A method of computer-design of a wooden roof truss according to claim 5 wherein said series of cuts at successive angles forms a convex, substantially arcuate end shape.7. A method of manufacturing a wooden roof truss, including the steps of:designing the truss by a method according to claim 1; selecting one or more webs for use in said truss from a stock of webs having a substantially identical end shape and discrete lengths at increments between said minimum and maximum web lengths; and assembling said wooden roof truss according to said design using said one or more webs.