Application of snow drift loads on multi-stepped buldings
Application of snow drift loads on multi-stepped buldings
(OP)
I have a question on the use of the snow load provisions of ASCE7-05.
We have a mid height canopy to a low rise theatre with a higher building adjacent to this. Which length do I take for snow drift, the theatre roof only or the theatre roof plus the higher building?
We have a mid height canopy to a low rise theatre with a higher building adjacent to this. Which length do I take for snow drift, the theatre roof only or the theatre roof plus the higher building?





