Step 1 check the code.
Definition of floor live load.
This sets an allowable first floor live load of 40 psf a dead load of 10 psf and a deflection of l 360.
Loads are forces that may cause stresses deformations displacement and accelerations on a building.
Asce 7 05 10 ibc 2006 2009 2012 for live load not exceeding 100 psf not in passenger garages not in assembly uses with k ll x a t more than 400 square ft 2 live load can be reduced by the following equation.
First check the local code for allowable live load dead load and deflection see figure 2.
Live loads are variable as they depend on usage and capacity.
And k ll is the live load reduction element factor.
Floor load definition is the load that a floor as of a building may be expected to carry safely if uniformly distributed usually calculated in pounds per square foot of area.
The acceptable live load will vary considerably based on the occupancy and expected use of a.
A t is tributary area.
Live loads designing buildings wiki share your construction industry knowledge.
Figure 2 live loads and deflection limits are set by code.
Loads prescribed by codes are empirical and conservative based on experience and accepted practice.
For this example i ll use the icc which serves as the model for many state and local codes.
However design codes can provide equivalent loads for various structures.
However if the attic is intended for storage the attic live load or some portion should also be considered for the design of.
For this example i ll use the cabo one and two family dwelling code which serves as the model for many state and local codes.
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.
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.
Roof and floor live loads are produced during maintenance by workers equipment and materials and during the life of the structure by movable.
Loads should be determined in accordance with this chapter.
Where l 0 is unreduced live load.
We measure uniform live loads as pounds per square foot psf.
Different types of load can act upon a structure or building element the nature of which will vary according to design location and so on.
Live loads can be prescribed to any structural element floors columns beams even roofs and will ultimately be factored into a calculation of gravity loads which we ll explain below.
Live loads sometimes also referred to as probabilistic loads include all the forces that are variable within the object s normal operation cycle not including construction or environmental loads.
Assessing loads forms part of an engineer s structural.
This sets an allowable first floor live load of 40 psf a dead load of 10 psf and a deflection of l 360.
Floor live load reduction.
