If that s the case it takes some math and the numbers will be slightly fudged as the weight is not perfectly distributed to ea.
6 concrete floor load bearing.
For concrete ground floors refer to chapters 5 1 substructure and ground bearing floors and 5 2 suspended ground floors.
Load bearing concrete slabs on ground face two types of loadings.
This is the base load bearing strength of your concrete.
For wheel or post spacings of 5 to 15 the increase in stress is.
Forklifts pallet stackers and other.
If you are doing a smaller home project with no special accelerants added to your mix your load bearing strength per concrete yard will be 3 000 psi.
500 kg m 2 is typical for office storage space and similar.
For 6 to 10 thick slabs on grade with k values between 100 pci and 200 pci the increase in stress i due to a 2nd wheel or post load as a percentage of stress for a single wheel or post load is approximately 15 to 20 for a wheel or post spacing of 3 to 4.
Imposed loads varies from approximately 1 5 kn m 2 153 kg m 2 in domestic buildings to approximately 10 kn m 2 1053 kg m 2 in heavy industrial areas.
This note reflects the specific mix you will order throughout your project.
It sounds like you are asking what thickness and psi strength is needed to hold a fully loaded semi truck and trailer.
You can estimate the expected change in floor load carrying capacity due to reducing the thickness from 6 inches to 5 62 inches instead of 6 inches as follows.
This is the standard psi of a common mix.
The dead load on a floor is determined by the materials used in the floor s construction.
Static and dynamic loadings.
Static loads include for example block stacking equipment and machinery and storage racking systems.
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.
The load carrying capacity of a floor varies as the square of the floor thickness.
5 62 6 squared 0 88.
Concrete floors may be used with lsf and may be constructed using either thin precast units or in situ concrete placed on steel decking.