How To Design A Roof Part 1 Gable Roof Replace Roof Wood Roof Structure
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The best way to go about analyzing the question is to measure the gap if any between the wall and the truss.
Truss roof no load bearing walls. Roof load width rlw and floor load width flw can be determined from as1684 or from the images below. For example a gable end truss may be designed with support members that transmit the roof weight load outward to the side walls allowing the end wall directly below it to have breaks or openings in it that would otherwise be impossible. The requirements for fixing of timber trusses to the top plates of non loadbearing walls shall be in accordance with the following wall designations. Engineered roof truss systems may be designed to eliminate the need for load bearing walls or change where the bearing walls are located.
These diagrams may also be used to determine roof load width for floor joists supporting load bearing walls and lintels in lower storey load bearing walls. With your trusses spanning the exterior walls for the full run of the house no interior walls will be load bearing the splices on trusses are engineered to be self supportive according to the plate sizing the fact that they land over an interior wall has nothing to do with that wall being load bearing trusses are engineered to span exterior wall to exterior wall self supporting. Trusses unless a special girder truss which accepts the loads of attached trusses have no interior load bearing walls. Technically the interior partition walls shouldn t even be touching the truss bottom cord during rough in but they usually are.
If there are no props vertical posts holding up the roof ridge mid beams then your wall isn t load bearing if they do it could have a beam put in the roof cavity to support these isnt too hard to work out but it would also require appropriate stud wall support at each end and review of bearers and joists underneath.
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If there are no props vertical posts holding up the roof ridge mid beams then your wall isn t load bearing if they do it could have a beam put in the roof cavity to support these isnt too hard to work out but it would also require appropriate stud wall support at each end and review of bearers and joists underneath. Technically the interior partition walls shouldn t even be touching the truss bottom cord during rough in but they usually are. Trusses unless a special girder truss which accepts the loads of attached trusses have no interior load bearing walls.