Russell10
Structural
- Oct 16, 2019
- 8
Hello,
I am having an issue with this problem that has been presented to me about mounting a wall anchor to a masonry wall with 5/8" thru bolts connecting a back plate to the anchor. I believe the masonry has been rated to have a compressible stress of 2000 psi. I have been unable to find much information on the properties of masonry I am assuming this is due to the way the masonry deteriorates over time. The anchor has to be designed to hold 5000 lbs of force. Any help or experience with this type of calculation would be appreciated as well as any reference material that anyone may suggest when handling this type of problem.
I am having an issue with this problem that has been presented to me about mounting a wall anchor to a masonry wall with 5/8" thru bolts connecting a back plate to the anchor. I believe the masonry has been rated to have a compressible stress of 2000 psi. I have been unable to find much information on the properties of masonry I am assuming this is due to the way the masonry deteriorates over time. The anchor has to be designed to hold 5000 lbs of force. Any help or experience with this type of calculation would be appreciated as well as any reference material that anyone may suggest when handling this type of problem.