Hence the length of the purlin is equal to the width of the bay i e the spacing of the trusses.
Roof truss load transfer.
Trusses must be designed for any special loading such as concentrated loads from hanging partitions or air conditioning units and snow loads caused by driftingnearparapetorslide offfromhigherroofs.
The decking transfers the load to the purlins.
Load bearing walla wall specifically designed to transfer a roof load and or upper floor load into the foundation.
In this video the load transfer mechanism from roof of the building to the foundation of the building is explained.
The portion of the roof contained between successive trusses is called a bay.
Common design practice for trussed roof and floor diaphragms in light frame construction relies on drag trusses to serve as boundary elements boundary members and their connections and provide the primary and or auxiliary load transfer mechanism configured to carry in plane axial tension and or compression forces to the shear walls below.
Live loadany temporary applied load to a floor truss chord.
Roof trusses support a roof s weight by transferring the weight load downward and outward to the building s bearing walls.
To achieve maximum indicated spans trusses may require six or more panels.
Load path loads on the roof are initially supported by the decking.
The vertical load on the roof is transferred to the walls.
The roof beams transmit the loads to the ridge beam at one end and a bearing wall or header beam at the other.
The purlins transfer the loads to the roof beams as concentrated loads.
The member spanning from truss to truss which is meant to carry the load of the roofing material and to transfer it on the panel points is called a purlin.
A roof truss takes the weight of the roof and the snow on the roof if you live in that kind of climate and transfers it out into the load bearing walls of your house.
Common design practice for trussed roof and floor diaphragms in light frame construction relies on drag trusses to serve as boundary elements boundary members and their connections and provide the primary and or auxiliary load transfer mechanism configured to carry in plane axial tension and or compression forces to the shear walls below.
Loads are transferred downward and outward through sloping rafters the lower ends of which rest on the top plates of the exterior walls.
