You have probably seen this and it is most likely due to roof deflection sag and creep.
Roof deflection definition.
There might be a defect in materials or manufacturing or an excessive load may be placed on the truss.
Deflection in roof trusses isn t a problem in most cases.
With roof trusses the typical deflection limit is l 240 for live load and l 180 for total load.
The maximum allowable deflection of a ceiling is expressed as a fraction in the format l x.
Note it gives the allowable deflection based on a fractional span quantity so a larger denominator will yield less deflection.
Deflection provides critical feedback on truss design.
That s a heck of a lot.
If a design is known to be good but has excessive deflection it points to another cause.
Chapter 3 of the international residential code irc provides the maximum allowable deflection for a given structural member floor roof wall etc.
What you see is the result of weight and time and gravity.
Roof definition is the cover of a building.
So using the 30 span we used above the allowable total load deflection would be 2.
This roof is composed of rafters which meet a center ridge beam.
The pictures showing the roof deflection and the roof picture showing areas without snow look like they would be close to overlaying on each other.
See the table below.
The l is the length in inches of the clear span of the joists or rafters that make.
Generally for roof trusses the deflection in inches due to live load cannot exceed the span in inches divided by 240 l 240 and due to total load l 180.
For floor trusses the deflection in inches due to live load cannot.
The center beam is probably not terribly thick.