Required Floor Loading Psf For Office

0 9d 1 0w a load factor of 1 6 when adding to load 7.

Required floor loading psf for office.

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. The load is an average value for a typical office space with desks filing cabinets aisles etc. 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.

This load should also. In the example the joists have a spacing of 16 inches and a span of 11 feet 2 inches. Minimum design loads for buildings and other structures location uniform load psf kn m2 apartments see residential access floor systems office use. 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.

Ibc section 1607 specifies the prescribed minimum live loads based upon occupancy. 1603 1 2 roof live load. 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. Design load bearing values of soils.

Foot psf and the typical bottom chord dead load is 5 psf. 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. The uniformly distributed con centrated and impact floor live load used in the design shall be indicated for floor areas. 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.

0 9d 1 0e effect or 0 9 when resisting the load when permanent.