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Post Installed Anchor Design: wedge expansion

0.875in#3.875in#6000psi#uncracked to 1in#8in#4000psi#uncracked

Post-installed concrete anchor design capacities per ACI 318-19 Chapter 17: wedge expansion, sleeve expansion, screw (Tapcon-type), adhesive threaded rod, and undercut anchors; tension and shear LRFD design strengths for 3/8 to 1 inch diameters in 3000-6000 psi concrete, cracked and uncracked conditions

Civil Engineeringanchor type: wedge expansion7 rowsPage 4 of 4
anchor typeanchor idconditiondiameter in (in)effective embedment hef in (in)embedment depth in (in)fc psi (psi)max torque ft lb (ft-lb)min edge distance in (in)min spacing in (in)phi shear (dimensionless)phi tension (dimensionless)shear capacity lb (lb)shear capacity typestandardtension capacity lb (lb)tension capacity type
wedge expansion0.875in#3.875in#6000psi#uncrackeduncracked0.8753.753.8756,0001105.258.750.650.754,120steelACI 318-19 Ch.17; 7/8 in f'c=6000 psi6,069steel
wedge expansion1in#4.5in#3000psi#crackedcracked14.3754.53,0001506100.650.75,325steelACI 318-19 Ch.17; cracked f'c=3000 psi3,354concrete breakout
wedge expansion1in#4.5in#3000psi#uncrackeduncracked14.3754.53,0001506100.650.755,325steelACI 318-19 Ch.17; ICC-ES ESR-4266 1-in carbon steel5,590steel
wedge expansion1in#4.5in#4000psi#crackedcracked14.3754.54,0001506100.650.75,325steelACI 318-19 Ch.17; cracked f'c=40003,873concrete breakout
wedge expansion1in#4.5in#4000psi#uncrackeduncracked14.3754.54,0001506100.650.755,325steelACI 318-19 Ch.17; 1 in f'c=4000 psi6,455steel
wedge expansion1in#4.5in#6000psi#uncrackeduncracked14.3754.56,0001506100.650.755,325steelACI 318-19 Ch.17; 1 in f'c=6000 psi7,905steel
wedge expansion1in#8in#4000psi#uncrackeduncracked17.87584,0001506100.650.75,325steelACI 318-19 Ch.17; deep embedment 1 in; Fastenere data5,619concrete breakout

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