I’m planning to mount a mantle on a brick fireplace wall using two iron L-brackets that are 5” wide and 1/4” thick. Each bracket has four 5/16” mounting holes…two at the top and two at the bottom. The bracket is 5-3/4” deep including the lip at the front and the back portion of the bracket is 8-7/16” tall. The brackets weigh about 7-1/2 lbs each.
The mantle weighs about 50 lbs and is about 3-1/2” x 5-1/2”. So once mounted, the COG of the mantle will be about 2-3/4” from the wall. The distance from the center of the top mounting holes to the bottom of the bracket is 7-3/16”.
Without accounting for the weight of the brackets themselves, the tension load from the mantle on the top four screws would be…
Force = (2.75 / 7.1875) * 50
Force = 19.13 lbs
- Am I calculating this correctly?
- How do you account for the weight of the brackets?
All that said, my primary issue is that the brick is not plumb and is somewhat uneven. I would like to use some steel shims/washers/spacers between the bracket and the brick wall in order to make the brackets plumb. Spacers would likely be about 1/8” or 3/16”. I assume that adding spacers to the bottom mounting holes would have a different impact than adding spacers to the top holes since my understanding is that only the top screws/anchors are under tension and the bottom fasteners are only under shear.
- How would adding these spacers affect the tension and shear loads on the screws and anchors? What if I’m only adding spacers to one or two of the corners while the other corners maintain direct contact with the brick? What if spacers were added to all four corners, and perhaps to a thickness that removed all direct contact between the bracket and the brick where the bracket was completely offset from the brick wall? How significantly would these scenarios affect the tension and shear loads on the screws and anchors?

