ewans
Mechanical
- Mar 24, 2004
- 30
Hoping you can help me with a simple bolt load question.
I have a poured-concrete foundation wall covered with 2" rigid foam insulation (extruded polystyrene), and I need to secure a 4'x4' plywood panel to the wall. Approximately 250lbs of heating equipment will be mounted to the plywood panel. I recognize that, due to the 2" foam 'standoff', using concrete sleeve anchors or Tapcon-type fasteners to attach the panel to the wall will result in applied bending loads on the fasteners.
My proposed approach is to use rigid spacers or sleeves between the concrete wall and the backside of the panel at each fastener location. Assuming the spacers are rigid with minimal bolt clearance and the anchors can be sufficiently pre-loaded, will this approach eliminate the applied bending loads and result in simple shear and tensile loads on the fasteners?
Please advise if I have not chosen the appropriate forum in which to post.
Thanks in advance.
I have a poured-concrete foundation wall covered with 2" rigid foam insulation (extruded polystyrene), and I need to secure a 4'x4' plywood panel to the wall. Approximately 250lbs of heating equipment will be mounted to the plywood panel. I recognize that, due to the 2" foam 'standoff', using concrete sleeve anchors or Tapcon-type fasteners to attach the panel to the wall will result in applied bending loads on the fasteners.
My proposed approach is to use rigid spacers or sleeves between the concrete wall and the backside of the panel at each fastener location. Assuming the spacers are rigid with minimal bolt clearance and the anchors can be sufficiently pre-loaded, will this approach eliminate the applied bending loads and result in simple shear and tensile loads on the fasteners?
Please advise if I have not chosen the appropriate forum in which to post.
Thanks in advance.