Floor Load Area

A room used solely for sleeping might need to carry only 30 psf whereas a garage floor over a basement would need 50 psf or higher.

Floor load area.

Minimum design loads for buildings and other structures location concentrated load lb kn catwalks for maintenance access elevator machine room grating on area of 2 in. First floor live loads have higher requirements than second floor live loads 40 pounds per square foot vs. The occupant load factor is based on function. Loads should be determined in accordance with this chapter.

An inaccessible attic space on the other hand might have a live load of only 20 psf. The occupant load factor is the maximum floor area allowed per occupant as displayed in table 1004 1 2. Dead load weight of structure and fixed loads 10 lbs ft 2. However if the attic is intended for storage the attic live load or some portion should also be considered for the design of.

Since the design load is assumed over every square foot of floor area including aisles the floor is not overloaded if there is four square feet of aisle area for each square foot of file storage floor area. 1 psf lb f ft 2 47 88 n m 2. 1 ft 0 3048 m. 2 grade of douglas fir are indicated below.

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. Using the formula above the kilowatt load usage would be 0 804. Adapted from sei asce 7 10. 12 x 67 804 804 1 000 0 804 kilowatts.

50 mm by 50 mm finish light floor plate construction on area of 1 in. The width of area b extends to the midpoint between the end post and the center post. 25 mm by25 mm hospital floors library floors. In the example the floor area of the room is approximately 112 square feet.

Live load is weight of furniture wind snow and more. Since there is no support member past the beam the length of this load area is 6 from the 4 mark to the 10 mark. Maximum floor joist span for no. This is greater than the 50 psf uniform design load.

The typical floor load for high density filing is 250 psf. 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. The end post is 1 5 from the end of the beam.