Roof Live Load Tables

Equation 16 27 equation 16 28.

Roof live load tables.

Compression perpendicular to the grain. Used but they typically defined the load cases or combination stress or strength limits and deflection limits. Load types loads used in design load equations are given letters by type. However if the attic is intended for storage the attic live load or some portion should also be considered for the design of.

If your code book says your snow load is 40 psf then you use the 40 psf live load rafter table. The snow load is treated as a live load when you use awc s tables. The snow load is treated as a live load when you use af pa s tables. D dead load l live load l r live roof load w wind load s snow load e earthquake load r rainwater load or ice water load.

Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed for the uniformly distributed live loads of table 1607 1 or the following concentrated loads. For example in the rafter span table below the highlighted cell in the 40 live load table indicates that 2 x 8 southern yellow pine joists that have a grade of 2 that are spaced 24 apart can have a maximum span of 10 feet 3 inches 10 3 if designing for a live load of 40 lbs ft 2. 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. 1 for garages.

The fact that snow loads only act part of the year has been used to create the rafter tables. Loads should be determined in accordance with this chapter. You must determine the snow load for your region. For roof live loads of 12 psf or 16 psf table multiply tabulated multiply required number span by e value by 12 psf 16 psf 12 psf 16 psf.

The reduction factors r 1 and r 2 shall be determined as follows. This information is found in the code book. 1 inch 25 4 mm 1 square inch 645 16 mm 2 1 pound per square foot 0 0479 kn m 2 1 pound 0 004448 kn 1 pound per cubic foot 16 kg m 3. Notes to table 1607 1 for si.

Except for uni form live loads at roofs all other minimum uniformly distrib uted live loads lo in table 1607 1 are permitted to be reduced in accordance with section 1607 10 1 or 1607 10 2. 1607 10 1 basic uniform live load reduction. L o unreduced roof live load per square foot m 2 of horizontal projection supported by the member see table 1607 1. Uniform live loads at roofs are permitted to be reduced in accordance with section 1607 12 2.

L r reduced roof live load per square foot m 2 of horizontal projection supported by the member. This information is found in the code book. If your code book says your snow load is 40 psf then you use the 40 psf live load rafter table.