Roof Load Width Meaning

You would require three post to cover the 6 5 mtrs of beam length.

Roof load width meaning.

In order to stay intact and in place a roof must be able to resist loads both permanent and temporary that are pushing. Roof load width rlw and floor load width flw can be determined from as1684 or from the images below. This downward imposed load on the home is also known as the snow load. Rlw is used to calculate the sectional size of some roof members and supporting wall members.

However if the attic is intended for storage the attic live load or some portion should also be considered for the design of. If you have single span rafters of 4 8 mtrs the roof load width is 2 4 mtrs. Tributary width is 7 ft 5 ft 12 ft. 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.

The north zone middle zone and the south zone are identified on the roof load zone map above. 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. The distance in this case is 12 ft 2 ft 14 ft. 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.

Tributary loading or tributary width is the accumulation of loads that are directed toward a particular structural member. If you like this video please subscribe to my channel. When it comes to estimating the weight of an existing roof field verification of the in place construction is necessary. These diagrams may also be used to determine roof load width for floor joists.

So each lineal foot of wall must carry the loads imposed by a 1 foot wide strip in that 14 ft region. The roof load width is half of the rafter span. 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. If the load is 100 psf the load to the beam would be 12 ft x 100 psf 1200 plf.

Spacing should be interpreted as the centre to centre distance between adjacent parallel members. The left wall has 7 ft of tributary width and would receive a load of 700 plf. 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.