lancealot72
Mechanical
- Nov 6, 2006
- 3
OK, i am not sure how to approach this problem. I dont have all of the details yet:
I have four 10" bolts anchored in concrete about 8" deep in a 5" square pattern. I will have a 1/2" steel plate with a 15 ft 4 1/2" sch. 40 pole welded to the center of the steel plate. Some minor equipment will be installed on top of this pole.
I am assuming that the bond from the concrete to the steel bolts is the weak link and if enought force is applied that it will rip the bolt from the concrete. I want to find out that max force. Some tip on what calculations to use and how to go about this would be appreciated.
thank you!
I have four 10" bolts anchored in concrete about 8" deep in a 5" square pattern. I will have a 1/2" steel plate with a 15 ft 4 1/2" sch. 40 pole welded to the center of the steel plate. Some minor equipment will be installed on top of this pole.
I am assuming that the bond from the concrete to the steel bolts is the weak link and if enought force is applied that it will rip the bolt from the concrete. I want to find out that max force. Some tip on what calculations to use and how to go about this would be appreciated.
thank you!