Roof Truss Bracing Design

Diagonal rafter bracing should be approximately 45 to the rafters on plan.

Roof truss bracing design.

It is very important that the contractor or homeowner responsible for truss erection read through all documents inside the job packet. Bracing bracing of trusses is extremely important. If a specific truss member permanent bracing design for the roof or floor framing structural system is not provided by the owner or any building designer the method of permanent individual truss member restraint and diagonal bracing for the truss top chord bottom chord and web members shall be in accordance with bcsi b3 or bcsi b7. Bracing for larger roofs.

However the governing design code tpi 1 states clearly that design details for required bracing must be developed by the building designer not the truss designer. Small trusses can be installed by a crew of two to three workers. Design professional to do the design for the temporary installation restraint and bracing and the permanent individual truss member restraint and bracing for trusses with clear spans of 60 or greater maximum spacing of tsbr spacer restraints on top chord per bcsi table b2 1 tsbr captures exact o c. Spacing wood blocking at odd spacings.

However installation of trusses longer than 60 feet requires a professionally engineered bracing system. Timber roof trusses are engineered and. O required permanent truss member bracing locations. As required by code roof truss diagrams typically include small symbols to show the locations where permanent bracing is required.

Trusses which are not braced or which are not braced correctly are subject to toppling over or collapse. Roof trusses must be handled gently and from the top down. Truss bracing requirements are found in section r802 10 3. Section 1 scope and general.

They are designed to withstand vertical pressure but not horizontal pressure. This section requires trusses to be braced to prevent rotation and to provide lateral stability. Bracing for roofs that are approximately square. It allows the bracing requirement to be specified in the construction documents or on the individual truss design drawings.

Applicable to all trussed rafter roofs unless rigid sarking such as timber boarding or plywood is used.