Garage Floor Design Loads
Floors must be capable of bearing loads applied to them.
Garage floor design loads. The dead load value is determined by adding together the weight of all permanently installed materials. There are two main types of load live loads and dead loads. With an evenly distributed live load of 30 psf which the tables show the floor is able to support the total weight on the floor would be about 3 360 pounds.
Dead loads include the weight of the building materials themselves and are static and permanent. Increasing the total weight on the floor to 4 480 pounds however results in a live load of 40 psf which is beyond the floor s load capacity. Other uniform loads in accordance with an approved method.
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. 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. Floors in garages or portions of buildings used for the storage of motor vehicles shall be designed.
The load producing the greatest stress in a framing member is the governing load for that member. The floor must support the tires so they dont go thru 3 4 ply with 4 inch slab over h joist at 12inch centers the beam that supports the floor must support the live load of the car or truck a truck weighs around 7000 lbs a car can weigh as much design for 140000 lbs with a uniform 40 lbs an that will do. The loading applies to stack room floors that support nonmobile doublefaced library book stacks.
For an office building the live load is normally a uniform load of 50 pounds per square foot psf over the entire floor area for a framing member or a 2 000 pound load placed upon any 2 1 2 x 2 1 2 square foot space. Common design loads in building codes notation. 1 for garages restricted to vehicles accommodating not more than nine passengers 3 000 pounds acting on an area of 4 5 inches by 4 5 inches.
Load for passenger vehicle garage floors from 50 to 40 psf 2 4 to 1 9 kpa from asce 7 98 to asce 7 02 lessens the impact of the proposed change but should not be used as.
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