Roof Live Load Reduction Formula

Roof live load reduction.

Roof live load reduction formula.

Snow load is different than roof live load. L r l o r 1 r 2. R1 is for tributary area above 200 sq. Where d is floor dead load.

R2 is a reduction factor for roof slope above 4 12. For uses other than storage where approved additional live load reductions shall be permitted where shown by the registered design professional that a rational approach has been used and that such. One for the tributary area supported by the structural element r 1 and the other for the slope of the roof surface r 2. You can also find the load per square meter or square foot of roofing by opening the advanced mode.

Roof live load may be reduced by the following equation. To do this i use conservative too heavy dead loads and full snow loads regardless of pitch. However in my practice i typically use the horizontal run of the roof for both types of load. T 1x 300 300 sq ft 400 no live load reduction permitted.

Where l r shall not be less than 12 psf and not more than 20 psf. The live loads for members supporting two or more floors are permitted to be reduced by a maximum of 20 percent but the live load shall not be less than l as calculated in section 1607 10 1. The commentary in asce 7 05 c4 about roof live load reductions explains the anticipated difference in use of roof areas vs. Also table r301 7 is for allowable deflection of structural members.

They are not one and the same. If you want to calculate these values by hand use the following formulas. The op s question was with regards to live load and you are referring to roof live load. Where snow isn t a problem the live load can come from people working on the roof and any equipment they.

The building codes allow for a roof live load reduction for tributary area and roof slope. Snow load thickness density. 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. Once you know these values our snow load calculator automatically finds the total weight of snow on your roof.

If the roof design load is 20psf and you are considering the compression in a web member that is located near the mid span than i would not use live load reduction for the compression in that member. No where it talks about any reduction is live load unless i am missing something. The reduction formula has two reduction terms. The equation in the ibc is lr lor1r2.

I am looking at irc2009 don t have irc2006. I live in a municipality that does not allow any roof live load reduction.