Hi y'all,
I have a 24'x24' stick frame pyramid roof with vaulted ceilings on an exterior ramada. There are no collar ties, so I plan to take the thrust out with a tension ring. I have scoured the existing threads on here about the design of this type of roof using diagonal hip beams and a...
Hi all,
Has anyone used the Enercalc masonry column module and can help me to understand how it calculates deflection? I am designing a cantilever masonry column taking lateral load and the deflection for a 13' tall 2'x2' column with 500 lb wind load at top is 13" ?? And enercalc provides no...
