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Post Installed Anchor Design: adhesive threaded rod

0.75in#5.625in#4000psi#cracked 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: adhesive threaded rod6 rowsPage 2 of 2
anchor typeanchor idconditiondiameter in (in)effective embedment hef in (in)embedment depth in (in)fc psi (psi)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
adhesive threaded rod0.75in#5.625in#4000psi#crackedcracked0.755.1255.6254,0003.757.50.650.656,280steelACI 318-19 Ch.17; 3/4 in cracked f'c=40005,107bond
adhesive threaded rod0.75in#5.625in#4000psi#uncrackeduncracked0.755.1255.6254,0003.757.50.650.756,280steelACI 318-19 Ch.17; 3/4 in steel governs f'c=40007,350steel
adhesive threaded rod0.75in#7in#4000psi#uncrackeduncracked0.756.574,0003.757.50.650.756,280steelACI 318-19 Ch.17; 3/4 in deep embedment adhesive7,350steel
adhesive threaded rod0.75in#7in#6000psi#uncrackeduncracked0.756.576,0003.757.50.650.756,280steelACI 318-19 Ch.17; 3/4 in deep f'c=6000 steel governs7,350steel
adhesive threaded rod1in#8in#4000psi#crackedcracked17.584,0005100.650.6511,120steelACI 318-19 Ch.17; 1 in cracked f'c=40008,514bond
adhesive threaded rod1in#8in#4000psi#uncrackeduncracked17.584,0005100.650.7511,120steelACI 318-19 Ch.17; 1 in F1554 Gr.55 deep adhesive13,100steel

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