DCEngr1
Structural
- Feb 14, 2008
- 40
I need to analyze the capacity of an existing 60-foot, three-leg, tube-steel communications tower for moment and tension at the base. The 1-1/4-inch diameter legs are 16-1/2 inches on-center and of 50K steel tubing. What are the factors for allowable stress design with regard to tension & bending? This structure was built in 2009. Thanks . . .