I am following IBC code for the design of footing for 13feet dia. steel Satellite dish. but the code only considers the wind load. Since the steel dish of that size tend to be heavy, is it safe just to take the wind load in consideration?
BTW, does anyone have idea on how much the 13 feet steel...
Hey guys
Need some help on designing a steel stair for a bldg in the project that I am working on. I am not civil engineer so kinda lost where to start.
Any input will be highly aprreciated.
Thanks