Required Floor Loading Psf For Office

The uniformly distributed con centrated and impact floor live load used in the design shall be indicated for floor areas.

Required floor loading psf for office. Use of live load reduc tion in accordance with section 1607 10 shall be indicated for each type of live load used in the design. In this case your joists are adequate to support a 30 psf live load and 10 psf dead 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. 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.

Foot psf and the typical bottom chord dead load is 5 psf. The load is an average value for a typical office space with desks filing cabinets aisles etc. This load should also. 0 9d 1 0w a load factor of 1 6 when adding to load 7.

1603 1 2 roof live load. Minimum uniformly distributed live loads adapted from sei asce 7 10. 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 0e effect or 0 9 when resisting the load when permanent.

Ibc section 1607 specifies the prescribed minimum live loads based upon occupancy. Design load bearing values of soils. 1603 1 1 floor live load. Loads should be determined in accordance with this chapter.

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.