Fink Roof Truss Load Bearing Wall

Okay so problem 1 is the wall load bearing.

Fink roof truss load bearing wall.

Each truss is responsible for a 2 foot section through the roof as trusses are typically placed 24 apart and thus must carry 12 on either side. Calculate the tension and compression forces on each member given the load requirements below. Jim stewart jul 16 17 at 2 57 jimstewart true the clips would stabilize the bottom of the truss against lateral loads which is required but i think often the truss manufacturer will require x bracing on the bottom chord to keep it vertical. I have set many a girder atop a load bearing interior load bearing wall.

Roof live load 25 lb ft2 b. Ceiling dead load 10. The house has partition walls all over and the trusses are spaced 16 o c. Most simple construction truss roof home s roof and trusses are supported by the exterior walls perpendicular to the trusses.

So removing the non load bearing partition wall might reduce the stability of the trusses. In this case it is not an issue however. We usually build on the exterior walls set the trusses and do all of the chord blocking and truss bracing before buildin. Engineered roof truss systems may be designed to eliminate the need for load bearing walls or change where the bearing walls are located.

Roof dead load 15 lb ft2 c. Due to the age of the house should i be concerned that the roof may sag after removing the wall. There are such things as load bearing interior walls with trusses. Roof trusses support a roof s weight by transferring the weight load downward and outward to the building s bearing walls.

I have also set many girders on point load posts in interior walls that someone might be in for a surprise if they think they could take out the wall. There is a center wall that i want to remove between the kitchen and living room and have been told that it is not a problem because of the trusses. They do this by means of top chords which are sloping members that extend from the peak of the roof to the top of the exterior walls at the eaves. There are three local architect firms by local i mean within a 2 hour drive that have a structural engineer on staff.

I can see from the framing that it is not a load bearing wall no headers over the doorway.