Roof Dead Load Calculation Example

Example roof truss analysis 3 6 stability determinacy assume that truss is externally statically determinate for gravity loads num forces 33 3 36 num eqns 18 x 2 36 therefore stable determinate dead load roof ceiling wt.

Roof dead load calculation example.

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. To do this i use conservative too heavy dead loads and full snow loads regardless of pitch. Used but they typically defined the load cases or combination stress or strength limits and deflection limits. 3 3 dead loads dead loads consist of the permanent construction material loads.

For dead loads you are correct. 15 psf x 14ft 210 pounds per lineal foot. Typical unit area dead load calculations. However in my practice i typically use the horizontal run of the roof for both types of load.

A table of roof material weights including sheathing insulation and other decking materials. Where d is floor dead load. L r l o r 1 r 2. Where l r shall not be less than 12 psf and not more than 20 psf.

6the 0 6 reduction factor on d is intended to apply to the calculation of net overturning stresses and forces. Load types loads used in design load equations are given letters by type. 11 04 2014 computing the unit dead load for a region of surface area generally starts by identifying the region of a roof plan floor plan or elevation where the unit load is needed then looking at a typical section of that area to see how it is constructed. For wind the analysis of overturning should also consider roof uplift forces unless a separate load path is designed to transfer those forces.

R 1 1 for a t less than or equal to 200 psf r 1 1 2 0 001 a t for between 200 psf and 600 psf. 910 pounds per lineal foot. Roof live load reduction. 50 psf x 14ft 700 pounds per lineal foot.

Weight psf 20 ga metal deck 2 5 waterproof membrane with gravel 5 5.