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AT High-Strength Anchoring Adhesive

Tension and Shear Loads for Threaded Rod Anchors in

Lightweight, Medium-Weight and Normal-Weight Hollow CMU

 
Tension Load Shear Load Threaded Rod Concrete Block (CMU)
Anchor Installed in Face Shell with Stainless-Steel Screen Tube (see figure 4)
Tension and Shear Loads for Threaded Rod Anchors in Light-Weight, Medium-Weight and Normal-Weight Hollow CMU
  1. Threaded rods must comply with ASTM F1554 Grade 36 minimum.
  2. Values for 6- and 8-inch wide concrete masonry units (CMU) with a minimum specified compressive strength of masonry, f'm, at 28 days is 1500 psi.
  3. Embedment depth is measured from the outside face of the concrete masonry unit for installations through a face shell.
  4. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.
  5. The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC.
  6. Anchors must be spaced a minimum distance of four times the anchor embedment.
  7. Set drill to rotation only mode when drilling into hollow CMU.
  8. Allowable loads may not be increased for short-term loading due to wind or seismic forces.
Figure 4: Anchor installed in face shell with
screen tube in hollow cell
Anchor installed in cell opening
 
Tension Load Shear Load Threaded Rod Concrete Block (CMU)
Anchor Installed in Face Shell with ATSP (Plastic) Screen Tube

  1. Threaded rods must comply with ASTM F1554 Grade 36 minimum.
  2. The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC.
  3. Edge distances may be reduced to 4" with a corresponding 37% reduction in tension capacity. Shear capacity is unaffected.
  4. Values for 8-inch wide, lightweight, medium-weight and normal-weight concrete masonry units with min. compressive strength of 1,900 psi and 1 1/4" thick face shell.
  5. Embedment depth is measured from the outside face of the concrete masonry unit.
  6. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.
  7. Allowable loads may not be increased for short-term loading due to wind or seismic forces. Wall design must satisfy applicable design standards and be capable of withstanding applied loads.
  8. Set drill to rotation only mode when drilling into hollow CMU.
 

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