Live Load On Flat Roof

In other words on a steep roof less material would be stacked in a concentrated area at one time to avoid having it slide off.

Live load on flat roof. Roof load live load design is affected by the shape of the roof whether it is flat curved or pitched. Step 4 determine the flat roof snow load. Axial forces from snow loads and roof live loads should usually not be considered simultaneously with an extreme wind load because they are mutually exclusive on residential sloped roofs. 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.

Further in most areas of the united states design winds are produced by either hurricanes or thunderstorms. In my region on cape cod we have a ground snow load design of 25 psf which is a greater design load than the live load 12 psf to 20 psf over an entire roof system. For roofs that are flat and with ground snow loads lower than 20 pounds per square foot the roof snow load is equal to 70 of the product of the exposure thermal and importance factors and the ground snow load. Calculating the load on a flat roof is a challenging task for the layperson that involves knowledge of building materials their weights and local building codes.

Used but they typically defined the load cases or combination stress or strength limits and deflection limits. The standard guide in the u s the asce 7 05 lists weights and stresses for all building materials expressed in pounds per square foot. Live loads on roofs table 1 3 gives lives loads on flat roofs sloping roofs and curved roofs. Roof loads are a downward vertical force on the home.

Load types loads used in design load equations are given letters by type. The north zone middle zone and the south zone are identified on the roof load zone map above. For ground snow loads greater than 20 pounds per square foot the roof load is equal to. Where snow isn t a problem the live load can come from people working on the roof and any equipment they take on to the.

Ordinary flat pitched and curved roofs and awnings and canopies other than of fabric construction supported by a skeleton structure are permitted to be designed for a reduced uniformly distributed roof live load l r as specified in the following equations or other controlling combinations of loads as specified in section 1605 whichever produces the greater load effect.