50 psf x 14ft 700 pounds per lineal foot.
Roof truss load path.
If one part of the load path fails or is discontinuous building failure may occur.
To transfer loads from the wall above to the truss ends where they can be transferred to the wall below.
A when access is provided 1500 n m 2 b when access is not provided 750 n m 2 except for maintenance ii sloping roof with slope greater than 10 degrees.
Per ansi tpi 1 2014 section 7 5 2 1 figure 4 all loads being applied from roof trusses to wall and wall to ribbon board are considered to be applied as uniform plf loads.
Live loads on roof trusses.
Roof truss span tables alpine engineered products 15.
Vertical load path in traditional sloped roof framing loads are transmitted vertically downward through the roof framing to the exterior walls that transmit the load downward to the home s.
Truss spanning between bearing walls.
The sheathing transfers the loads to the roof rafters.
The roof rafters transfer the loads to the ceiling joists and to the bearing walls that support the trusses.
15 psf x 14ft 210 pounds per lineal foot.
910 pounds per lineal foot.
Design loads the building dead load is the only known load.
This allows wind uplift forces on the roof to be safely distributed through the walls to the foundation.
The live load shall be taken as follows.
A primary goal for buildings subjected to high winds is to maintain a continuous load path from the roof to the foundation.
The irc does not provide specific guidance as to when blocking may be required to transfer the loads directly.
All other forces will vary in magnitude duration and location.
R roof live load w wind load s snow load e earthquake load r rain load.
The truss could be designed based on the assumption that the 25 psf roof snow load is a factored ground snow load in which case a ground snow load is back calculated using asce 7 based on the specified roof snow load pg 25 psf therein lies the problem with specifying only a roof snow load.
The building is designed for design load possibilities that may never occur.
It is important to list live load dead load and total load separately because live load is used to compute stiffness and total load is used to calculate strength.
All roof and wall loads are assumed to be uniform with no concentrated loads on the trusses or walls present.
