I was asked to make a quick analysis of a small single storey structure to ascertain if a second floor could be constructed on top of it.
However I found that the span to depth ratio of one of the panels was slightly greater than the limit.
Can you offer me some advice as to whether this is...
I am in the process of analysing a curved (elliptical)roof with the following dimensions etc.
span 13'4"
internal dim. -principal axis of ellipse 6'-2" (to centre)
secondary axis of ellipse 3'-11" (from top of roof to centre)
thickness 6",
reinforcement 3/8"h.t. bars...
I am in the process of analysing a curved (elliptical)roof with the following dimensions etc.
span 13'4"
internal dim. -principal axis of ellipse 6'-2" (to centre)
secondary axis of ellipse 3'-11" (from top of roof to centre)
thickness 6",
reinforcement 3/8"h.t. bars...
