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AT Design Information

AT Design Information — Concrete

  • AT Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete
  • AT Allowable Shear Loads for Threaded Rod Anchors in Normal-Weight Concrete
  • AT Allowable Tension Loads for Rebar Dowels in Normal-Weight Concrete
  • AT Allowable Shear Loads for Rebar Dowels in Normal-Weight Concrete
  • AT Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete Stemwall
  • AT Allowable Tension Loads for Threaded Rod Anchors in Sand-Lightweight Concrete
  • AT Allowable Shear Loads for Threaded Rod Anchors in Sand-Lightweight Concrete
  • AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Edge Distance, Tension Load
  • AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Edge Distance, Shear Load
  • AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Spacing, Tension Load
  • AT Allowable Load Adjustment Factors in Normal-Weight Concrete: Spacing, Shear Load
  • AT Allowable Load Adjustment Factors in Sand-Lightweight Concrete: Edge Distance, Tension and Shear Loads

AT Design Information — Masonry

  • AT Allowable Tension and Shear Loads for Threaded Rod Anchors in 6- and 8-Inch Normal-Weight Grout-Filled CMU
  • AT Allowable Tension and Shear Loads for Threaded Rod Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU
  • AT Allowable Tension and Shear Loads for Installations in Unreinforced Brick Masonry Walls—Minimum URM Wall Thickness is 13" (3 wythes thick)
  • AT Allowable Tension and Shear Loads for Threaded Rod Anchors in Lightweight, Medium-Weight and Normal-Weight Hollow CMU
  • AT Allowable Tension Loads for Threaded Rod Anchors in 8-inch Lightweight, Medium-Weight and Normal-Weight CMU Chair Blocks Filled with Normal-Weight Concrete
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