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SET-XP® Design Information

SET-XP® Design Information — Concrete

  • SET-XP® Installation Information and Additional Data for Threaded Rod and Rebar in Normal-Weight Concrete
  • SET-XP® Tension Strength Design Data for Threaded Rod in Normal-Weight Concrete
  • SET-XP® Tension Strength Design Data for Rebar in Normal-Weight Concrete
  • SET-XP® Shear Strength Design Data for Threaded Rod in Normal-Weight Concrete
  • SET-XP® Shear Strength Design Data for Rebar in Normal-Weight Concrete
  • SET-XP® Development Length for Rebar Dowels in Normal-Weight Concrete
  • SET-XP® Tension Design Strength for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi)
  • SET-XP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi) — Static Load
  • SET-XP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi) — Wind Load
  • SET-XP® Allowable Tension Loads for Threaded Rod Anchors in Normal-Weight Concrete (f'c = 2,500 psi) — Seismic Load
  • SET-XP® Tension Design Strength for Rebar in Normal-Weight Concrete (f'c = 2,500 psi)
  • SET-XP® Allowable Tension Loads for Rebar in Normal-Weight Concrete (f'c = 2,500 psi) — Static Load
  • SET-XP® Allowable Tension Loads for Rebar in Normal-Weight Concrete (f'c = 2,500 psi) — Wind Load
  • SET-XP® Allowable Tension Loads for Rebar in Normal-Weight Concrete (f'c = 2,500 psi) — Seismic Load

SET-XP® Design Information — Masonry

  • SET-XP® Allowable Tension and Shear Loads for Threaded Rod and Rebar in the Face of Fully Grouted CMU Wall Construction
  • SET-XP® Edge Distance and Spacing Requirements and Allowable Load Reduction Factors – Threaded Rod and Rebar in the Face of Fully Grouted CMU Wall Construction
  • SET-XP® Allowable Tension and Shear Loads for Threaded Rod and Rebar in the Top of Fully Grouted CMU Wall Construction
  • SET-XP® Edge and End Distance Requirements and Allowable Load Reduction Factors — Threaded Rod and Rebar in the Top of Fully Grouted CMU Wall Construction
  • SET-XP® Spacing Distance Requirements and Allowable Load Reduction Factors —Threaded Rod and Rebar in the Top of Fully Grouted CMU Wall Construction
  • SET-XP® Allowable Tension and Shear Loads – Threaded Rod in the Face of Hollow CMU Wall Construction
  • SET-XP® Edge, End and Spacing Distance Requirements and Allowable Load Reduction Factors — Threaded Rod in the Face of Hollow CMU Wall Construction
  • SET-XP® Allowable Tension and Shear Loads —Threaded Rod Based on Steel Strength
  • SET-XP® Allowable Tension and Shear Loads — Deformed Reinforcing Bar Based on Steel Strength
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