Hi, is anyone familiar with AISC's Detailing for Steel Construction publication and knows how relevant it still is today? This is the third edition and was published in 2009. There is a ton of useful information that contextualizes typical steel details, but I am wondering if the industry has...
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...