However it is highly advisable not to push the 2x4 material up to its limit.
How much will a 2x4 roof joist support.
Joist span tables use these tables to determine lengths sizes and spacing of ceiling joists.
You are correct in that a 1x would not provide much support for your roof s ridge line.
Here you can work on the assumption that there is no wind or the wind impact effect is not too strong.
I used your formula backwards to calculate the max psf of a ceiling with 2x4 ceiling joists spanning 12 and spaced 24 o c.
If you live in an area that requires a shed roof rafter to support a heavy load then an spf rafter can only span 7.
The horizontal bottom chords of most garage trusses are designed to carry the weight of drywall and insulation.
It will make less sense to use 2 4.
That seems like it would support a lot of dead load.
Also available for the android os.
They re designed to support your roof not your junk.
Assuming the fb of hemfir is maxxed at 1275 psi and i came up with 12 737 psf.
However if there is no strong wind measure 2 4 at least 8 feet can carry at least 1000 pounds vertically.
But if you ask engineers what they do in their own garages you ll get a different answer.
If this is the case with your structure use the floor joist table to determine maximum joist length load.
If there is no strong wind a 2x4 measuring at least 8 feet can support at least 1 000 pounds vertically.
Span calculator for wood joists and rafters also available for the android os.
But i doubt this was the intention.
How much weight can a 2 4 support vertically.
So if your ceiling is unfinished you have some excess carrying.
Each ceiling joist is one 12 foot 2x4 turned on end and total answered by a verified structural engineer.
How much weight can a 2x4 ceiling 16 on center hold.
Would 2x4s be adequate ceiling joists for ceilings with drywall and insulation.
An syp rafter can span 8.
That a 4x8 sheet of 3 4 plywood with 2x6 joist on the edge and 2x4 joist in the middle can support.
Ceiling joists of the first floor of a two story structure often serve as floor joists for the second floor.
Here you can operate by assumptions that there is no wind or it is not as strong.
While the heavy load span specs for a 2 4 rafter are much less than a light load they would allow you to have a shed width of over 14 with a gable roof.
Such calculations would be valid if for example the load is quadratic.