The cos of the purlin spacing is because the load on the purlins is vertical and the purlin spacing is with the run of the roof.
Flat roof purlin spacing.
A metal roof must also allow for some overlap on each side of the panels which will reduce the effective width of the panel.
In areas with mild climates patio roofs are generally designed for loads of 30 psf pounds per square foot.
Doubling up in the valleys refer to the installation manual for the proper on center spacing and be sure that the purlin is attached to the roofing truss.
Joints between purlins next to one another should be staggered.
In the order shown above purlins laying flat use 2 20d ring shank nails per connection for trusses with minimal spacing hung purlins for wide span trusses lu26 hangers for 2 6 lu28 hangers for 2 8 etc and purlins on edge overlapped not butted for mid range to wide span trusses 8 or 9 spacings installed with 1 60d.
8 x section modulus of a 4 2 of 1 3125 x fb fiberstress in bending x 1 15 duration of load x 1 15 cr repetitive member factor as the purlins are spaced 24 o c.
Or less x 1 1 cfu the flat use factor for applying the load to the wide face of a member.
To determine how far apart to set rafters measure the width of the metal panel and then the width of the first hill and valley of the panel.
For sake of discussion we will assume a minimal roof snow load of 20 psf pounds per square foot and a 4 12 roof slope.
The spacing between rafters in a given building is part of the engineering calculations that determine the required structure of the roof.
For heavy roofs or in areas with substantial snowfall or winds call your local building department for code requirements.
The two deciding factors are spacing of trusses span of purlins and the max load purlins must handle.
Other relevant factors include the type of wood being used for the rafters the size of the rafters and the load that the rafters need to support.
Wider panels allow for greater spacing between rafters.
Of course how many trusses a purlin spans over must be considered as it alters their moment and shear diagrams.
End purlins and periphery of roof to be fixed every 2nd crest.
The tables below give maximum spans for rafters and beams.
Note compliance with e2 as1 is dependent on purlin spacing and gauge of roofing.
C3 fix side laps and miss 2 hit 1 miss 3 hit 1 miss 2 etc with approved fasteners alone.
The figures are based on quality materials.
You can solve them as simpl.
Roof live load roof dead load x spacing x span of purlin 2.
Dead load will be the actual weight of the roof steel and the roof purlins.
In the valleys due to the angle typically produced at the valley and the use of transition flashing it is essential that the purlins are doubled in the valleys that is two purlins.
End purlins and periphery of roof to be fixed every 2nd crest.
