Warren Truss Roof

In the image given above the upper and lower horizontal parts are in tension along with the diagonals in the center while the outer diagonals are compressed.

Warren truss roof.

Maximum floor joist span no. Warren trusses are commonly used in long span buildings ranging from 20 to 100 m in span. Trusses are cost effective. All trusses are designed to nationally recognized standards and building codes and supplied with engineered sealed drawings.

Each individual strut beam or tie is only subject to tension or compression forces there are no bending or torsional forces on them. Trusses are cost effective. The warren truss has equal length compression and tension web members and fewer members than a pratt truss. All trusses are designed to nationally recognized standards and building codes and supplied with engineered sealed drawings.

Floor trusses facilitate the routing of plumbing electrical and hvac components within the floor system while maintaining aesthetic and functional specifications. By eliminating the vertical members the warren truss is relatively economical in terms of material use. Maximum span douglas fir in horizontal roof rafters and maximum span. A warren truss bridge is an important structure and the warren truss bridge design is commonly used in bridge construction because it will carry a tremendous load.

The warren truss design uses equilateral triangles in the framework to spread out the load on the bridge. This gives a pure truss. It was invented by james warren and is now commonly used today. Has been providing quality wooden roof and floor trusses at a competitive price since our founding in 1967.

A metal plate connected wood truss is a roof or floor truss whose wood members are connected with metal connector plates. History of the truss bridge. Truss members are made up of all equivalent equilateral triangles. Warren truss company inc.

Truss members form a series of equilateral triangles alternating up and down. These triangles limit the force of the load to compression and tension of the bridge parts. Using the latest in 3d software our designers can produce truss profiles that satisfy virtually any aesthetic and functional specification. 2 grade of douglas fir and maximum span floor joists.

Our knowledgeable design staff has over 85 years of combined experience. The warren truss dispenses with internal vertical members entirely and is formed from a series of equilateral triangles.