Loads should be determined in accordance with this chapter.
Required floor loading psf for office.
The requirement to design a floor for a uniform load of 50 psf over the entire area for a particular member does not mean that this is the largest load that can be placed on the floor.
Ibc section 1607 specifies the prescribed minimum live loads based upon occupancy.
In this case your joists are adequate to support a 30 psf live load and 10 psf dead load.
Minimum uniformly distributed live loads adapted from sei asce 7 10.
For an office building the minimum uniform live load is 50 psf over the entire floor area plus a concentrated load check of 2000 pounds over any 2 6 x 2 6 square space.
0 9d 1 0e effect or 0 9 when resisting the load when permanent.
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.
Foot psf and the typical bottom chord dead load is 5 psf.
1603 1 2 roof live load.
In the example the joists have a spacing of 16 inches and a span of 11 feet 2 inches.
Design load bearing values of soils.
1603 1 1 floor live load.
This load should also.
However if the attic is intended for storage the attic live load or some portion should also be considered for the design of.
0 9d 1 0w a load factor of 1 6 when adding to load 7.
The uniformly distributed con centrated and impact floor live load used in the design shall be indicated for floor areas.
Minimum design loads for buildings and other structures location uniform load psf kn m2 apartments see residential access floor systems office use.