In calculating the components and cladding for arched roofs, you have to calculate the rise to span ratio as specified in Figure 27.4-3 in ASCE 7-10. When you have a "single sloped" arch, does the span you utilize equal the width of the structure?
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.