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Titen HD' Design Information — Concrete ,
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<br /> Titen HD Tension Strength Design Data'
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<br /> Diameter,Nominal Anchor
<br /> r -1 L
<br /> Nominal Embedment Depth h„e,,, in. 1 1% 1 2% 1 2% 1 31A 3'/a 1 4 1 4 1 51h 4 5'/z 6'/< 0
<br /> Steel Strength in Tension—ACI 318-14 Section 17.4.1 or ACI 318-11 Section D.5.1 U
<br /> Tension Resistance of Steel N. lb. 5,195 10,890 1 20,130 1 30,360 45,540 Q
<br /> Strength Reduction Factor—Steel Failure �� — 0.652
<br /> Concrete Breakout Strength in Tensions—ACI 318-14 Section 17.4.2 or ACI 318-11 Section D.5.2 (�
<br /> Effective Embedment Depth her in. 1.19 1.94 1.77 2.40 2.35 2.99 2.97 4.24 2.94 4.22 4.86
<br /> Critical Edge Distances cac in. 3 6 2" . 3% 3s/is 4'h 41h 6% 6 6% 1 7% �
<br /> Effectiveness Factor—Uncracked Concrete k,,,a, — 30 24 27 24 V
<br /> Effectiveness Factor—Cracked Concrete ka — 17
<br /> Modification Factor Vann — 1.0
<br /> Strength Reduction Factor—Concrete Breakout Failure I ¢1b I — 1 0.65'
<br /> Pullout Strength in Tension—ACI 318-14 Section 17.4.3 or ACI 318-11 Section D.5.3
<br /> Pullout Resistance,Uncracked Concrete(f'c=2,500 ps) Npwa lb. —3 3 2,70011 —3 —3 —3 —3 9.810' —3 1 —3 —3
<br /> Pullout Resistance,Cracked Concrete(f'c=2,500 ps) Npa lb. —3 1,9054 1,2354 2,7004 —3 —3 3,040' 5,570° —3 6,0701 7,195°
<br /> Strength Reduction Factor—Concrete Pullout Failure op — 0.651
<br /> Tension Strength for Seismic Applications—ACI 318-14 Section 17.4.2.3.3 or ACI 318-11 Section D.3.3.3
<br /> Nominal Pullout Strength for Seismic Loads(f'e=2,500 ps)I Np,eQ I lb. I —3 1,9054 1,235'1 2,700' —3 1 —3 3,040' 5,570' 3,840' 6,070' 7,1954
<br /> Strength Reduction Factor—Breakout or Pullout Failure 00 — 0.651
<br /> 1.The information presented in this table is to be used in conjunction with the design criteria of ACI 318-14 Chapter 17 and
<br /> ACI 318-11 Appendix D,except as modified below.
<br /> 2.The tabulated value of 4se applies when the bad combinations of Section 1605.2.1 of the IBC,ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used.
<br /> If the bad combinations of ACI 318-11 Appendix C are used,the appropriate value of¢.,must be determined in accordance with ACI 318-11 D.4.4.
<br /> Anchors are considered brittle steel elements.
<br /> 3.Pullout strength is not reported since concrete breakout controls.
<br /> 4.Adjust the characteristic pullout resistance for other concrete compressive strengths by multiplying the tabular value by(fc spec;red/2,500)05
<br /> 5.The tabulated value of OP or 4eq applies when the bad combinations of Section 1605.2.1 of the IBC,ACI 318-14 Section 5.3 or ACI 318-11
<br /> z Section 9.2 are used and the requirements of ACI 318-14 17.3.3.(c)or ACI 318-11 D.4.3(c)for Condition B are met.If the load combinations of
<br /> ACI 318-11 Appendix C are used,appropriate value of 4 must be determined in accordance with ACI 318-11 Section D.4.4(c).
<br /> a6.The modification factor VcP N=1.0 for cracked concrete.Otherwise,the modification factor for uncracked concrete without supplementary
<br /> reinforcement to control splitting is either:
<br /> _Camn 1`hN
<br /> (1)ycP.N=1.0 If Ca mh 2 Cc Or (2)wcP.N if pW '- c� ce,mn<cac
<br /> 0 The modification factor,VCP N is applied to the nominal concrete breakout strength,Ncb or Nam.
<br /> p 7.The tabulated value of 40 applies when both the bad combinations of Section 1605.2.1 of the IBC,ACI 318-14 Section 5.3 or ACI 318-11
<br /> Section 9.2 are used and the requirements of ACI 318-14 17.3.3(c)or ACI 318-11 D.4.3(c)for Condition B are met.Condition B applies where
<br /> o supplementary reinforcement is not provided.For installations where complying supplementary reinforcement can be verified,the 4cb factors
<br /> 0 described in ACI 318-1417.3.3(c)or ACI 318-11 D.4.3(c)for Condition A are allowed.If the load combinations of ACI 318-11 Appendix C are used,
<br /> g the appropriate value of 00 must be determined in accordance with ACI 318-11 D.4.4(c).
<br /> U)
<br /> N
<br /> O
<br /> N
<br /> N
<br /> O
<br /> N
<br /> Q
<br /> U
<br /> See p.12 for an explanation of the load table Icons.
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