Roof Live Load

Actual load due to snow will depend upon the shape of the roof and its capacity to retain the snow.

Roof live load.

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. Load limits on the roof of a building dead loads. 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. Loads used in design load equations are given letters by type.

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. Chapter 3 design loads for residential buildings. This downward imposed load on the home is also known as the snow load. And each case shall be treated on its own merits.

For a larger map with greater detail refer to asce 7 98. The uniform design live load for occupied landscaped areas on roofs shall be determined in accordance with table 1607 1. The dead load on a roof is the weight of the roof structure itself along with any permanently attached. Where snow isn t a problem the.

Using the term live loads when referring to roofs might make you scratch your head initially because roofs unlike floors aren t asked to bear the weight of things such as furniture and occupants of a home what you would normally think of as a live load. The north zone middle zone and the south zone are identified on the roof load zone map above. 3 20 residential structural design guide. D dead load l live load l.

Minimum design live load can be found in asce 7 table 4 1 or ibc table 1607 1. The live load on a roof is the weight of any temporary objects on the roof. 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. 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.

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.