Hello,
I am trying to assign wind in ETABS via Cp (automated) in a 23-degree gable roof, but the results are very strange, giving zero.
I am assuming now that ETABS only generates automated wind loads in a vertical plane (normal to Z)
Does anyone have the same issue when trying to design...
I am designing a carport (frame) to accommodate solar panels that must have a 30 degree in slope. Each bay must fit 2 cars ~ 7m x 4m, with the lower height 2.5m. What would be the best structural approach:
[ol 1]
a frame with HSS for the columns, 30 degrees sloped I beam for the rafters and C...