Rooflive Load (Sand)
Rooflive Load (Sand)
(OP)
Hi,
I am designing a building in middle east. Sand is treated as a Rooflive load. I am using 12psf Rooflive load for the design (Reduced from 20psf as per code). I was wondering if this 12psf load is realistic, because this is not like snow load which sticks to the roof. Sand are particles which gets blown away even with small wind.
I am designing a building in middle east. Sand is treated as a Rooflive load. I am using 12psf Rooflive load for the design (Reduced from 20psf as per code). I was wondering if this 12psf load is realistic, because this is not like snow load which sticks to the roof. Sand are particles which gets blown away even with small wind.
RE: Rooflive Load (Sand)
RE: Rooflive Load (Sand)
RE: Rooflive Load (Sand)
Which code live load provision are you using to reduce sand accumulation loads below the 20psf you mentioned? How was the 20psf for the sand weight determined? Is your roof a flat roof, or a sloped roof? Some more details would be interesting, and informative, so we could chime in on possibilities.
Thaidavid
RE: Rooflive Load (Sand)
I am using ASCE7 Rooflive load section (Section 4.9). 20psf again comes from section 4.9 of ASCE and this was also confirmed by the contractor. This is an industrial building with sloped roof. The roof consists of trusses which have tributary more than 600 sq ft. So, we reduced the rooflive load to 12psf based on tributary area.
Thanks
RE: Rooflive Load (Sand)
Sand placed on the roof would normally be considered dead load if it could be kept in place. It is not clear how sand can be placed on a sloping roof without blowing away, but if there are any rooftop units, it seems to me that the sand could drift unevenly in some locations. It seems to be an inappropriate material to use on a roof.
BA
RE: Rooflive Load (Sand)
RE: Rooflive Load (Sand)
RE: Rooflive Load (Sand)
There are no roof top units on the roof and the roof is sloping. The building roof is 100ft high. I just can’t imagine how sand can be placed on sloping roof without being blown away. What I am getting to is what happens if the roof trusses are designed just for the dead load and not for roof live load? Or are we going to be conservative if we use 12psf of roof live in addition to dead for the design?
I just want to understand roof live load in such situations.
Thanks
RE: Rooflive Load (Sand)
I don't know whether you are interpreting the code correctly or not because I don't know which code is applicable in the middle east but it seems to me that if sand can blow onto the roof as suggested by BUGGAR above, a little research is necessary to determine an appropriate live load.
The 200' length of trusses is a condition not stipulated in your original post and I tend to agree that for maintenance purposes, 20 psf may be excessive for such long spans but perhaps not for shorter span purlins between trusses and roof deck etc.
If your total design live load is 12 psf including sand plus maintenance workers, I believe it is too low but I have no special knowledge about how sand accumulates on roofs.
Another factor to consider is internal pressure resulting from hangar doors being left open during windstorms from various directions in combination with sand load. 12 psf leaves little room for error.
BA
RE: Rooflive Load (Sand)
Dave
Thaidavid
RE: Rooflive Load (Sand)
BA
RE: Rooflive Load (Sand)
A good question, which we also asked. The Ops colonel said that they would only need to access the roofs to adjust or repair the antennas - thus a very minimal service live load. If any real roof work were to be needed, then the sand would have to be removed (swept off) in any event. We accepted his outline of how the roof loads would occur, and designed around that.
Dave
Thaidavid
RE: Rooflive Load (Sand)
I'm not convinced that the Ops colonel is a satisfactory reference for roofs in general. Sweeping sand off a large roof is likely to result in localized overloads; some areas will be swept bare while other areas will be carrying deeper layers as sweeping progresses.
If loose dry sand weighs 100 #/c.f. as suggested by oldestguy above, then 20 psf represents a thickness of 2.4" of sand and 12 psf represents a thickness of 1.44" of sand.
Heavy rainfall on a sloping roof would tend to wash the sand down the slope. Light, steady rainfall would tend to increase the unit weight of the sand from dry to damp or even saturated.
The 20 psf minimum live load specified by code is not intended to cover a layer of sand over the entire roof. It is a live load and perhaps it could be reduced on the basis of roof area. Snow load cannot be reduced on the basis of roof area and it seems to me sand should be treated in similar fashion.
BA
RE: Rooflive Load (Sand)
I think that you and I may be looking at the environmental aspects surrounding our past design effort from differing perspectives. We were designing for a perpetually dry environment, where heavy rainstorms rarely occur, and light sprinkles are just that - very light, to the point of almost not leaving any trace on the ground. Many times, light rainfall would evaporate again in the air, before hitting the ground. Removing the sand was usually done by sweeping, or blowing, the sand downslope. As it was swept, it tended to continue moving downslope, and didn't accumulate in any appreciably thicker layers. I suppose there were probably some roof areas locally loaded heavier than others, but not globally so. We didn't use any area reductions on these loads for the very reasons you mentioned. As as for the Ops colonel, well, he outranked me, so we worked within his group's guidelines!
Thanks,
Dave
Thaidavid