L r l o r 1 r 2.
Roof collateral load.
Static loads also known as dead loads are the permanent loads of the structure.
Collateral loads are additional dead loads hung from the building such as sprinkler systems.
Where l r shall not be less than 12 psf and not more than 20 psf.
Anything hung from or attached to the structural framing is a collateral dead load.
Collateral load information cg cu.
The live loads used for the structural design of floors roof and the supporting members shall be the greatest applied loads arising from the intended use or occupancy of the building or from the stacking of materials and.
During the foundation design for a metal building while extracting the reactions provided by the metal building company i notice that they listed the mezzanine loads as collateral.
Drop ceilings hvac equipment.
The following table is recommended loadings for each type of collateral load.
The roof panels mastic tape purlins girts and bolts are all considered dead loads.
Even the structural frame is considered a dead load.
Dead loads consist of the weight of the building itself plus the weight of all fixed items like walls roof and carpeting.
The collateral load is measured in pounds per square foot english and is applied to the entire footprint of the building or shape.
R 1 0 6.
Roof live load may be reduced by the following equation.
Collateral gravity cases cg this edit box is used to apply additional collateral load for materials attached to the roof structure.
Collateral loads are added dead loads hung from the building system or any interior weight of permanent materials other than the actual metal building system.
Collateral loads are additional dead loads hung from the building such as sprinkler systems.
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.
The weight of lights pipes a c ducts etc suspended from the structure.
Roof live load reduction.
Drop ceilings hvac equipment.
Generally the actually dead load weight of roof truss bottom chords and the minimal lateral bracing needed to restrain them from movement is about one half of a pound per square foot psf.
Generally the actually dead load weight of roof truss bottom chords and the minimal lateral bracing needed to restrain them from movement is about one half of a pound per square foot psf.
We are wondering if it means what we in the uk call services load e g.
My understanding is that collateral load is the weight on the inside of the building acting as gravity.
