Roof Load Width Meaning

2attic loads may be included in the floor live load but a 10 psf attic load is typically used only to size ceiling joists adequately for access purposes.

Roof load width meaning. Roof load width rlw and floor load width flw can be determined from as1684 or from the images below. If you have single span rafters of 4 8 mtrs the roof load width is 2 4 mtrs. The north zone middle zone and the south zone are identified on the roof load zone map above. The distance in this case is 12 ft 2 ft 14 ft.

Tributary loading or tributary width is the accumulation of loads that are directed toward a particular structural member. Rlw is used to calculate the sectional size of some roof members and supporting wall members. This downward imposed load on the home is also known as the snow load. If you like this video please subscribe to my channel.

The exterior wall and the headers within will carry all loads from the mid point of the house between the supporting walls to the outside of the house including the roof overhang. This video looks at roof load width rlw. If you can source a beam of 6 5 mtrs long in one piece the size required would be 240 by 45 in f5 or f7 or mgp 10. Spacing should be interpreted as the centre to centre distance between adjacent parallel members.

Load limits on the roof of a building. The left wall has 7 ft of tributary width and would receive a load of 700 plf. These diagrams may also be used to determine roof load width for floor joists. A built up roof for example will typically include the built up membrane itself with or without gravel as well as some kind of insulation and cover board which will vary in thickness from roof to roof.

If the load is 100 psf the load to the beam would be 12 ft x 100 psf 1200 plf. The roof load width is half of the rafter span. The north zone design live load equates to 40 pounds per square foot the middle zone equates to 30 pounds per square foot and the south zone equates to 20 pounds per square foot. Tributary width is 7 ft 5 ft 12 ft.

However if the attic is intended for storage the attic live load or some portion should also be considered for the design of. So each lineal foot of wall must carry the loads imposed by a 1 foot wide strip in that 14 ft region. When it comes to estimating the weight of an existing roof field verification of the in place construction is necessary.