hdp321
Structural
- Nov 3, 2006
- 34
I've been tasked with providing design for support of wall and ceiling plating for an MRI project.
My question is regarding magnetic pull. I know the dead loads I need to design my structural elements for, but was wondering what, or how much extra load I should be considering to account for magnetic pull of the MRI. I've read some commentary about 1.5 to 2 times your dead load, but looking for more sound information.
Any help is appreciated.
My question is regarding magnetic pull. I know the dead loads I need to design my structural elements for, but was wondering what, or how much extra load I should be considering to account for magnetic pull of the MRI. I've read some commentary about 1.5 to 2 times your dead load, but looking for more sound information.
Any help is appreciated.