Trust the truss


  • The Inspected Truss types
englishboxTo the right, is an English Box Truss. It is one of the more simplistic trusses that is used in timber framing. There are variations where the timber framer may curve all pieces with exception to the rafters (the outside of the triangle) and the king post (the vertical center piece). It is worth noting that this truss is a right isosceles triangle. That means that each rafter is the same length and this lends itself to the strength of the triangle. Another common characteristic is that the supporting members often connect in the middle of the rafter. This is to ensure that the point load is directed into the plate. The limitations of this truss is that you must have a piece of timber that can span what ever length is required to reach the breadth of the structure. Further, the strength of the plate must be immense as it all translates into the weakest point which is in the center of the plate.


hammerbeamThis is an example of a hammer beam truss. You may not recognize it right away but it is seen in much of our famed architecture such as Westminster hall and Annenberg hall. The Annenberg hall may not sound as familiar but it is also known as the Harvard freshmen dining hall and was used as the model for the Hogwarts dining hall.

potterWithin this photo there is striking beauty due to the lighting, the vaulted ceiling, and the gorgeously woven wood and stone work. Where the curve hammer beams are resting on the stone masonry work.



annenberg    This is a real photo of Annenberg Hall. It is much brighter, as there are windows, the masonry is actually wooden walls yet the magical-ness is still there due to the vast span of the room and also the vaulted ceiling.










  • Assumptions
A few assumptions that we will have is firstly, that the wood chosen is the correct strength, dimension, and grade. Further, I will not consider the weight of the wood as it is variable and would change proportionately as the dimensions change. Also, we will not consider the types of joints used, we will assume they are the correct joints and thereby distribute the load into the next piece of the wood perfectly. Lastly, these calculations will only be dealt with in 2D.


bentandbayThis image demonstrates a 3D model and how it would have a point loading in the center. Upon inspection you will notice that Bay 2, in-between bent 2 and 3 is the smallest. This allows for there to be less of a moment or torque placed upon bent 2 and 3.








  • Assuming Snow weighs 7 lb per cubic foot. That is then 3.18 Kilograms per square foot and translates to 10.43 kilograms per square meter. Assuming that it snows in Fairbanks annually 5 feet per year or roughly 1.5 meters every truss system must be able to hold the weight of 15.65 Kilograms per square meter for snow.
  • Another variable to consider is the weight of all roofing materials, and of course, the weight of the wood itself. The building materials we will consider are going to be the ceiling, tongue and grooved Douglas Fir lumber at roughly 2lbs per square foot at ½ inch thickness, 12 inches of sprayed foam at 1.5 lbs per cubic foot, slate shingles at 10lbs per square foot at ¼ inch thickness.
  • The total weight per square foot of the prescribed thickness of the building materials is 13.5. That is 6.12 kg per foot which is roughly 20.1 kg/meter^2. We can round this down to 20kg/meter^2  Adding this to our snow weight which is 10.3kg /meter^2 This is roughly 30kg/m^2