Floor Load Area

Area b extends from the 4 point outward to the beam and beyond to the end of the deck.

Floor load area.

However if the attic is intended for storage the attic live load or some portion should also be considered for the design of. The occupant load factor is based on function. The width of area b extends to the midpoint between the end post and the center post. Dead load weight of structure and fixed loads 10 lbs ft 2.

1 psf lb f ft 2 47 88 n m 2. 25 mm by25 mm hospital floors library floors. 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. 12 x 67 804 804 1 000 0 804 kilowatts.

In the example the floor area of the room is approximately 112 square feet. 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. 1 ft 0 3048 m. Table 1004 1 2 displays the occupant load factor based on the function or use of a space or room.

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. 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. If you ve just ordered or received your floor heating system you can find the kilowatt load usage along with the product s wattage amperage and more on the floor plan section of your smartplan custom installation and electrical plan. An inaccessible attic space on the other hand might have a live load of only 20 psf.

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. Using the formula above the kilowatt load usage would be 0 804. The typical floor load for high density filing is 250 psf. Maximum floor joist span for no.

Adapted from sei asce 7 10. First floor live loads have higher requirements than second floor live loads 40 pounds per square foot vs. This is greater than the 50 psf uniform design load. The occupant load factor is the maximum floor area allowed per occupant as displayed in table 1004 1 2.

Loads should be determined in accordance with this chapter. 2 grade of douglas fir are indicated below. The end post is 1 5 from the end of the beam.