Floor Joist Single Point Load

2 grade of douglas fir are indicated below.
Floor joist single point load. Common sense tells you that large floor joists can carry more load and spacing joists closer together also increases the load bearing capacity of a floor. But larger is not always better when builders are constructing a home or adding a room addition. Drywall attached to the underside of this system is not expected to crack when the floor joist system deflects 1 3. 1 ft 0 3048 m.
A floor joist appropriately selected to span 10 feet with an l 360 limit will deflect no more than 120 360 1 3 inches under maximum design loads. 1 psf lb f ft 2 47 88 n m 2. When a bend check load is specified the local bending. In the example the joists have a spacing of 16 inches and a span of 11 feet 2 inches.
Moment by use of an add load. The span table for a 30 psf live load 10psf dead load floor indicates a required fb value of 1 315 and a minimum e value of 1 800 000. Drywall attached to the underside of this system is not expected to crack when the floor joist system deflects 1 3. In this case your joists are adequate to support a 30 psf live load and 10 psf dead load.
Live load is weight of furniture wind snow and more. A floor joist appropriately selected to span 10 feet with an l 360 limit will deflect no more than 120 360 1 3 inches under maximum design loads. Dead load weight of structure and fixed loads 10 lbs ft 2. The extra two inches of vertical distance when a floor is framed with 2 x 10 joists rather than 2 x 12s can be quite important for example.