Roof Live Load

In areas where the ground snow load is less than 15 psf the minimum roof live load refer to section 3 4 is usually the controlling rgavity load in roof design.

Roof live load.

Roof loads are a downward vertical force on the home. The north zone middle zone and the south zone are identified on the roof load zone map above. Where snow isn t a problem the. It the roof is subjected to snow load it should be designed for the actual load due to snow or lot the live loads specified in table 1 3 whichever is more severe.

Minimum design live load can be found in asce 7 table 4 1 or ibc table 1607 1. Load limits on the roof of a building dead loads. This downward imposed load on the home is also known as the snow load. Loads used in design load equations are given letters by type.

The uniform design live load for occupied landscaped areas on roofs shall be determined in accordance with table 1607 1. Actual load due to snow will depend upon the shape of the roof and its capacity to retain the snow. The uniform design live load in unoccupied landscaped areas on roofs shall be 20 psf 0 958 kn m 2. Chapter 3 design loads for residential buildings.

And each case shall be treated on its own merits. For a larger map with greater detail refer to asce 7 98. Roof and floor live loads are produced during maintenance by workers equipment and materials and during the life of the structure by movable objects such as planters and people. Live roof load w wind load s snow load e earthquake load r rainwater load or ice water load t effect of material temperature h hydraulic loads from soil f hydraulic loads from fluids.

The live load on a roof is the weight of any temporary objects on the roof. D dead load l live load l. Where uniform roof live loads are reduced to less than 20 psf 0 96 kn m2 in accordance with section 1607 12 2 1 and are applied to the design of structural members arranged so as to create continulty the reduced roof live load shall be applied to adjacent spans or to alternate spans whichever produces the most unfavorable load effect. 3 20 residential structural design guide.

Roofs of buildings used for promenade or incidental assembly purposes shall be designed for a minimum load of 400 kg m2 4 kn m2 or heavier it required.