Also see assumptions for table development.
Shed roof header size.
The dead load is.
I have plans for a pole building wood shed 24 x 8 and it uses a 2 x 10 for the header but it has posts every 8 feet so the 2 x 10 is supported every 8 feet it uses 2 x6 rafters.
Span charts and 2012 irc building codes for girders and headers.
Waaay to many factors to get the right answer blind like this.
The distance in this case is 12 ft 2 ft 14 ft.
According to the 2012 irc codes any beam joist or header shall never have a bearing of less than 1 1 2.
Determine the load per square foot that the roof must support.
The exterior wall and the headers within will carry all loads from the mid point of the house between the supporting walls to the outside of the house including the roof overhang.
The book calls for double 2 x 10 s for a open span of 12 feet.
As a general rule roofs that have a high human occupancy rate should be framed with rafters every 16 structures such as sheds or barns can be frames with rafters every 24 again make sure to consult local codes.
How to size a beam to hold a porch roof.
So the header is constructed of two 2x6 s with a 1 2 osb or plywood spacer.
If an example roof is 10 feet by 20.
Loading conditions are detailed below.
Anything 5 and above we always at least double cripple.
Refer to sfpa s publication southern pine headers beams download in publications that includes all size selection and allowable load tables.
A hip rule of thumb is 2 of header for every 1 opening width so a 6 opening is roughly a 2x12.
For each application a pdf download is available.
Easy rafters is designed to calculate shed roofs that are framed to a ledger board nailed against a vertical wall not freestanding shed roofs supported by walls at both ends.
These three header components when assembled and nailed together will be exactly 3 5 wide.
Anything 5 and above we always at least double cripple.
This width is the same width as a typical 2x4 framed wall.
Includes span tables for all load bearing locations and the number of jack studs.
The roof load is composed of a dead load and a live load.
Multiply the load per square foot by the total area of the roof.
These charts are for 30 pound per square foot snow load on the roof.
Overkill in many situations and not enough in others and lvl s or other beams may be needed.
If your project had a rafter length of 8 or less a safe and strong method is to use 2x8 framed 16 on center.