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C- <br />A <br />- <br />2 <br />0 <br />2 <br />3 <br /> <br />© <br />2 <br />0 <br />2 <br />3 <br /> <br />S <br />I <br />M <br />P <br />S <br />O <br />N <br /> <br />S <br />T <br />R <br />O <br />N <br />G <br />- <br />T <br />I <br />E <br /> <br />C <br />O <br />M <br />P <br />A <br />N <br />Y <br /> <br />I <br />N <br />C <br />. <br />132 <br />Me <br />c <br />h <br />a <br />n <br />i <br />c <br />a <br />l <br /> <br />An <br />c <br />h <br />o <br />r <br />s <br />Simpson Strong-Tie® Anchoring, Fastening, Restoration and Strengthening Systems for Concrete and Masonry <br />*See p. 14 for an explanation of the load table icons. <br />IBC *Titen Turbo Shear Strength Design Data Into Concrete1 <br />Characteristic Symbol Units <br />Nominal Anchor Diameter (in.) <br />3/16 1/4 <br />Anchor Category 1, 2 or 3 —1 <br />Embedment Depth hnom in.1 3/4 1 3/4 <br />Steel Strength in Shear <br />Shear Resistance of Steel Vsa lb.475 720 <br />Strength Reduction Factor — Steel Failure φsa —0.602 <br />Concrete Breakout Strength in Shear <br />Outside Diameter da in.0.129 0.164 <br />Load Bearing Length of Anchor in Shear le in.1.25 1.20 <br />Strength Reduction Factor — Concrete Breakout Failure φcb —0.703 <br />Concrete Pryout Strength in Shear <br />Coefficient for Pryout Strength kcp —1.0 <br />Strength Reduction Factor — Concrete Pryout Failure φcp —0.703 <br />1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318-19 Chapter 17, ACI 318-14 Chapter 17 <br />or ACI 318-11 Appendix D. <br />The tabulated value of φsa applies when the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, 2012, <br />and 2009 IBC, ACI 318-19 and ACI 318-14 Section 5.3, or ACI 318-11 Section 9.2 are used. If the load combinations of ACI 318-11 <br />Appendix C are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4. <br />The tabulated values of φcb and φcp apply when both the load combinations of Section 1605.1 of the 2021 IBC, Section 1605.2 of the 2018, 2015, <br />2012 and 2009 IBC, ACI 318-19, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used and the requirements of ACI 318-19 Section 17.5.3, <br />ACI 318-14 Section 17.3.3 (c) or ACI 318-11 Section D.4.3, as applicable, for Condition B are met. If the load combinations of ACI 318-11 Appendix C <br />are used, the appropriate value of φ must be determined in accordance with ACI 318-11 Section D.4.4 for Condition B. <br />Concretedust <br />screw anchor <br />Torque <br />channel <br />Serratedthreads <br />Patented Torque Reduction Channel <br />Displaces Dust for Trouble-Free Installation <br />Torque Reduction Channel to trap drilling dust where it can’t obstruct thread action. <br />Titen Turbo™ Concrete and Masonry Screw Anchor <br />1 <br />1821 E Newport Cir <br />12/23/2024