snaggle
Civil/Environmental
- Apr 3, 2009
- 8
In ASCE7-05 section 7.3.4 there is a formula for determining minimum flat roof designation for a hip gable roof i.e. (70/W) + 0.5
W is stated to be given in (ft), however, the end units of the equation are not stated.
It seems obvious at first glance that the result must be in degrees, since most of the numbers in the paragraph are in these units. However, with this assumption, a roof w/ a 30 ft span is not considered minimum until the pitch drops below 1.1/12. By contrast a mono-pitch roof is considered minimum at 15 deg. or about a 3.2/12 pitch.
If the the term evaluates to inches for usage in a pitch/12 designation then a roof w/ a 30 ft span is considered minimum when the pitch drops below 5.2/12. This seems more plausible.
I also think the equations in 7.3 are flip/flopped. Is there any point in applying a snow load less than 20psf? (sarcasm)
Thoughts on this would be appreciated.
Example: pg = 50psf , Importance = .8, exposure = .9, thermal = 1.2, 4/12 pitch common truss w/ 30ft span
What should the minimum flat snow load be???
W is stated to be given in (ft), however, the end units of the equation are not stated.
It seems obvious at first glance that the result must be in degrees, since most of the numbers in the paragraph are in these units. However, with this assumption, a roof w/ a 30 ft span is not considered minimum until the pitch drops below 1.1/12. By contrast a mono-pitch roof is considered minimum at 15 deg. or about a 3.2/12 pitch.
If the the term evaluates to inches for usage in a pitch/12 designation then a roof w/ a 30 ft span is considered minimum when the pitch drops below 5.2/12. This seems more plausible.
I also think the equations in 7.3 are flip/flopped. Is there any point in applying a snow load less than 20psf? (sarcasm)
Thoughts on this would be appreciated.
Example: pg = 50psf , Importance = .8, exposure = .9, thermal = 1.2, 4/12 pitch common truss w/ 30ft span
What should the minimum flat snow load be???