You should check with your local building department for construction requirements in your area.
Standard floor joist spacing uk.
For upper floors with a 22mm thick chipboard decking and 12 5mm plasterboard ceiling a dead load of between 0 25kn m 2 and 0 5kn m 2 may be assumed.
As with the joist size the building code for your structure will stipulate the proper spacing between floor joists.
This means from the center of one upright joist to the center of the next.
In many home constructions joists sit 16 inches apart beneath the floor.
Looking at this table you will see there is a choice in the size of floor joist 2 x 6 2 x 8 2 x 10 or 2 x 12 and there is a choice in the joist spacing 12 16 or 14.
Floor joist span tables for surveyors floor construction surveyors and structural engineers use data from tables below to help calculate the size of timbers necessary to give adequate support to timber floors.
Builders can adjust their choice of lumber size and spacing depending on circumstances.
This spacing provides enough support for common usage such as the placement of furniture and foot traffic.
The section sizes of the floor joists given in tables 1 and 2 should be regularised or be als or cls to enable floors and ceilings to be level.
The code itself is determined by the engineering requirements of a particular building.
Two options that arise could be your wider 24 and your narrower 12 options for spacing.
The floor joist spacing is the distance between the centers of any two installed joists.
Normally floor joists are spaced 16 inches apart on center.
Joist span and spacing is set by your local building code.
In many circumstances 16 inches would be your standard spacing for shed floor joist but this is just a rough guideline.
See the image below for an example of joists spaced 16 on center 16 o c.
If a floor needs to support more than common items you may choose to reinforce the floor by spacing joists closer together.
The floor joist span tables are based on the loadings given in the amended version of bs 6399 1 which is an imposed load of either a uniformly distributed load of 1 5 kn m or a concentrated load of 1 4 kn.