How To Manage Loads On 100psf Floors

Another consideration to keep in mind is the effect of the heavy load on additional deflection.

How to manage loads on 100psf floors.

Spreading the heavy load over more than one floor joist. Limiting the loading on the remaining areas of the floor. This is relevant to the floor structure beams concrete and what the floor has strength to support. The code also specifies minimum uniform loads of 30 psf for sleeping rooms which are unlikely to experience live loads as big as say the living room 20 psf for uninhabited attic spaces and 50 psf for passenger vehicle garage floors.

Note that some of the engineered wood product design software on the market uses the commercial code. 1 check plans to determine span and on center spacing design conditions 2 check codes for allowable live load snow load dead load and deflection. 3 select appropriate span table. The total weight of the equipment divided by the total area of the parts of the equipment that become in contact with the floor should not exceed 100 psf.

4 match span in table to design condition and determine minimum fb and e values listed in the span table. Strategically locating the load near the end of a joist. Occupied floor area approximate wheel contact area definitions weights loads model min max vehicle weight machine load wheel load. If there s wall board covered ceiling suspended from the underside of that floor the dead load increases to about 10 pounds per square foot.

These solutions could include. Careful assessment of the end connections would be advised though. Machine load the average pressure that the entire machine exerts on the floor while supporting its rated load.