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ET-HP™ (formerly ET) 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)
Tension and Shear Loads for Threaded Rod Anchors in Lightweight, 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. Allowable loads may not be increased for short-term loading due to wind or seismic forces.
  5. Refer to in-service temperature sensitivity chart for allowable load adjustment for temperature.
  6. The tabulated allowable loads are based on a safety factor of 5.0 for installations under the IBC and IRC.
  7. Anchors must be spaced a minimum distance of four times the anchor embedment.
  8. Set drill to rotation-only mode when drilling into hollow CMU.
Figure 1. Placement in Hollow CMU
 
 

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