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ET-HP® Design Information

ET-HP® Design Information — Concrete

  • ET-HP® Installation Information and Additional Data for Threaded Rod and Rebar in Normal-Weight Concrete
  • ET-HP® Tension Strength Design Data for Threaded Rod in Normal-Weight Concrete
  • ET-HP® Tension Strength Design Data for Rebar in Normal-Weight Concrete
  • ET-HP® Shear Strength Design Data for Threaded Rod in Normal-Weight Concrete
  • ET-HP® Shear Strength Design Data for Rebar in Normal-Weight Concrete
  • ET-HP® Tension Design Strengths for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi)
  • ET-HP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi) — Static Load
  • ET-HP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi) — Wind Load
  • ET-HP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi) — Seismic Load
  • ET-HP® Tension Design Strengths for Rebar in Normal-Weight Concrete (f'c = 2,500 psi)
  • ET-HP® Allowable Tension Loads for Rebar in Normal-Weight Concrete (f'c = 2,500 psi) — Static Load
  • ET-HP® Allowable Tension Loads for Rebar in Normal-Weight Concrete (f'c = 2,500 psi) — Wind Load
  • ET-HP® Allowable Tension Loads for Rebar in Normal-Weight Concrete (f'c = 2,500 psi) — Seismic Load
  • ET-HP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete
  • ET-HP® Allowable Shear Loads for Threaded Rod Anchors in Normal-Weight Concrete
  • ET-HP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete Stemwall
  • ET-HP® Allowable Tension Loads for Rebar Dowels in Normal-Weight Concrete
  • ET-HP® Allowable Shear Loads for Rebar Dowels in Normal-Weight Concrete
  • ET-HP® Allowable Load-Adjustment Factors in Normal-Weight Concrete: Edge Distance, Tension and Shear Loads
  • ET-HP® Allowable Load-Adjustment Factors in Normal-Weight Concrete: Spacing, Tension and Shear Loads

ET-HP® Design Information — Masonry

  • ET-HP® Allowable Tension and Shear Loads for Threaded Rod and Rebar in the Face of Fully Grouted CMU Wall Construction
  • ET-HP® Edge Distance and Spacing Requirements and Allowable Load Reduction Factors — Threaded Rod and Rebar in the Face of Fully Grouted CMU Wall Construction
  • ET-HP® Allowable Tension and Shear Loads —Threaded Rod Based on Steel Strength
  • ET-HP® Allowable Tension and Shear Loads —Deformed Reinforcing Bar Based on Steel Strength
  • ET-HP® Allowable Tension and Shear Loads for Installations in Unreinforced Brick Masonry Walls — Minimum URM Wall Thickness is 13" (3 wythes thick)
Download ET-HP® Design Information