Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations TugboatEng on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Combined Snow Drift Loads

Status
Not open for further replies.

vmirat

Structural
Joined
Apr 4, 2002
Messages
294
Location
US
I have a project to build an addition to an existing building. The existing building has two sections. The first section is 329 feet long and 16 feet tall. The second section is 20 feet long and 10 feet tall. The new addition will be 75 feet long and 18 feet tall and will be adjacent to the lower existing roof. All of these roofs are flat. I'm trying to determine the snow drift on the lower roof section.

The leeward drift onto the lower roof from the 329 foot section will be 24 feet long, so it will truncate against the new addition. Since there will also be a windward drift against the new addition from the same wind direction, I was going to have the leeward and windward drifts intersect on the lower roof.

Is this a reasonable approach?
 
I think the 10' tall 20' long section will tend to fill up with snow, so I would forget about triangular drifts in that area.

BA
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top