Most anchors are shown as not applicable at or near the mortar joint, I can't really control the location of these anchors. If I go with Hilti they recommend a different anchor for each condition - do you spec both and make the contractor switch back and forth? Powers recommends the same epoxy for both hollow and solid cells, this seems less likely to contractor mix up. Most likely the anchors will hit a mix of solid and hollow cells. I have some questions about how people typically handle the following: Kwik Hus-EZ Concrete and Masonry Screw Anchors (50-Piece) The Hilti collection of Kwik Hus-EZ Concrete The Hilti collection of Kwik Hus-EZ Concrete and Masonry Screw Anchors are the perfect anchoring solution for various base materials, such as concrete (cracked), concrete (light weight), concrete (light weight over metal deck), concrete (untracked) and masonry (grout-filled CMU). These plates will support cantilever tubes so I want to have a good factor of safety in there. 1-80 I I Anchor Fastening Technical Guide 2011 1. I need to attach plates to an existing cmu wall, my loads are in the 400#-600# range per anchor in tension and about 150# shear. (US) 1-80 I en espaol 1-80 I Hilti (Canada) Corp.

I posted this in the fastening group but didn't get any useful tips, maybe someone here has some experience with this: ANCHOR SIZE HOLE SIZE mm Working Stress Design Tension Load kN M10 16 Load Capacities Concrete blocks (10MPa) Working Stress Design Shear Load kN Ultimate Limi t State Design kN Ultimate Limite State Design kN 0.65 0.65 0.9 0.9 Incorporated safety factor 3.0.

Hilti anchors in cmu block