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36 Anchoring and Fastening Systems for Concrete and Masonry Errata Errata Your Resource for Product Updates, Revised Loads and Other Corrections The following errata section lists important corrections to the 2009-2010 Anchoring and Fastening Systems for Concrete and Masonry catalog since it was published in 2009. These changes include revised loads and changes in product dimensions and footnote information. To ensure clarity regarding what has changed from the catalog, new information in this section will be highlighted in orange. AT High-Strength Acrylic-Tie ® Anchoring Adhesive From Page 69 of C-SAS-2009 Anchoring and Fastening Systems for Concrete and Masonry catalog Allowable load percentages with respect to in-service temperature sensitivity have been updated. In-Service Temperature Sensitivity Base Material Temperature °F °C Percent Allowable Load for Tinst = 0°F Strong-Bolt Wedge Anchor for Cracked and Uncracked Concrete From Page 116 of C-SAS-2009 Anchoring and Fastening Systems for Concrete and Masonry catalog Thread lengths for the Strong-Bolt anchor have been revised. Thread length Percent Allowable Load for Tinst ≥ 70°F 0 -18 100% 100% 32 0 100% 100% 70 21 100% 100% 110 43 82% 82% 135 57 74% 82% 150 66 38% 65% 180 82 22% 28% Size (in.) 1. Refer to in-service temperature sensitivity chart for allowable bond strength reduction for in-service temperature. See page 15 of the Anchoring and Fastening Systems for Concrete and Masonry catalog for more information. 2. Tinst is the base material temperature during installation and curing of the adhesive. 3. Percent allowable load for Tinst = 0°F (-18°C) is to be used for Tinst between 0°F (-18°C) and 70°F (21°C). 4. Percent allowable load may be linearly interpolated for intermediate base material in-service temperatures. 5. °C = (°F-32) / 1.8 Strong-Bolt Anchor Product Data Model No. Drill Bit Dia. (in.) Thread Length (in.) Quantity Box Carton 1 3 ⁄ x 3 ⁄4 STB50334 1 ⁄ 3 ⁄ 25 125 1 1 ⁄ x 4 ⁄4 STB50414 1 2 ⁄ 25 100 1 1 ⁄ x 5 ⁄ 1 ⁄ x 7 STB50512 STB50700 1 3 ⁄ 5 25 25 100 100 1 1 ⁄ x 8 ⁄ STB50812 6 25 50 1 ⁄ x 10 STB50100 6 25 50 5 1 ⁄8 x 4 ⁄2 STB62412 2 ⁄ 1 ⁄ 6 20 80 5 ⁄8 x 5 STB62500 9 2 ⁄ 6 20 80 5 ⁄8 x 6 5 ⁄8 x 7 STB62600 STB62700 9 3 ⁄ 6 9 4 ⁄ 6 20 20 80 80 5 1 ⁄8 x 8 ⁄2 STB62812 6 20 40 5 ⁄8 x 10 STB62100 6 10 20 3 1 ⁄ x 5 ⁄2 STB75512 2 ⁄ 11 ⁄ 10 40 3 1 ⁄ x 6 ⁄ STB75614 7 3 ⁄ 10 40 3 ⁄ x 7 STB75700 3 4 ⁄ 6 10 40 3 1 ⁄ x 8 ⁄2 STB75812 11 5 ⁄ 10 20 3 ⁄ x 10 STB75100 6 10 20 1 x 7 STB100700 3 1 1 ⁄ 5 20 1 x 10 STB1001000 3 1 ⁄ 5 10 1 x 13 STB1001300 3 1 ⁄ 5 10 1. The published length is the overall length of the anchor. Allow one anchor diameter for the nut and washer thickness plus the fixture thickness when selecting a length. Material Specifications Anchor Body Carbon Steel SAE J403, Grade 1030-1035 SAE J403, Grade 12L14 Carbon Steel - Zinc Plated 1 Component Materials Nut Washer Clip Carbon Steel ASTM A 563, Grade A Carbon Steel ASTM F844 1. Zinc meets ASTM B 633, Class SC 1 (Fe / Zn 5), Type III. 316 Stainless Steel F-SAS-CSAS2009 ©2011 Simpson Strong-Tie Company Inc.
F-SAS-CSAS2009 ©2011 Simpson Strong-Tie Company Inc. Anchoring and Fastening Systems for Concrete and Masonry Errata Errata Titen HD ® Heavy-Duty Screw Anchor for Concrete and Masonry From Page 121–123 of C-SAS-2009 Anchoring and Fastening Systems for Concrete and Masonry catalog Titen HD installation information has been updated as well as revisions made to tension design data. These changes are made to ensure consistency with the values and structure of load tables in ICC-ES ESR-2713. Titen HD ® Installation Information and Additional Data 1,4 Characteristic Symbol Units Installation Information Nominal Anchor Diameter (inch) ⁄ ⁄ ³⁄4 Drill Bit Diameter d in. ⁄ ⁄ ⁄4 Baseplate Clearance Hole Diameter d c in. ⁄ ⁄ 7 ⁄8 Maximum Installation Torque T inst,max ft-lb 50 2 65 2 150 2 Maximum Impact Wrench Torque Rating T impact,max ft-lb 150 3 385 3 385 3 Embedment Depth hnom in. 2 ⁄ 3 ⁄ 3 ⁄ 4 5 ⁄ 6 ⁄4 Critical Edge Distance cac in. 2 1 ⁄ 3 ⁄ 3 ⁄ 4 ⁄ 6 ⁄8 7 ⁄16 Minimum Edge Distance cmin in. 1 ⁄ Minimum Spacing smin in. 3 Minimum Concrete Thickness hmin Additional Data in. 3 ⁄ 5 5 ⁄ 3 8 ⁄4 10 Anchor Category category — 1 Yield Strength fya psi 97,000 Tensile Strength futa psi 110,000 Minimum Tensile & Shear Stress Area Ase in2 0.099 0.183 0.414 Axial Stiffness in Service Load Range - Uncracked Concrete βuncr lb/in. 715,000 Axial Stiffness in Service Load Range - Cracked Concrete βcr lb/in. 345,000 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. 2. T inst,max is the maximum permitted installation torque for the embedment depth range covered by this table for installations using a torque wrench. This is not applicable to other embedment depths published elsewhere in this catalog. 3. Timpact,max is the maximum permitted torque rating for impact wrenches for the embedment depth range covered by this table. This is not applicable to other embedment depths published elsewhere in this catalog. 4. See page 21 for further information regarding installations using the Titen HD Rod Hanger. Titen HD ® 1, 7, 8, 9 Tension Design Data Characteristic Symbol Units ⁄ Nominal Anchor Diameter (inch) ⁄ ⁄ Embedment Depth hnom in. 2 ⁄ 3 ⁄ 3 ⁄ 4 5 ⁄ 6 ⁄ Steel Strength in Tension Nominal Steel Strength in Tension Nsa lb. 10,890 20,130 45,540 Strength Reduction Factor - Steel Failure ϕ — 0.652 Concrete Breakout Strength in Tension8 Effective Embedment Depth hef in. 1.77 2.40 2.35 2.99 4.22 4.86 Critical Edge Distance6 cac in. 2 1 ⁄ 6 3 ⁄ 3 ⁄ ⁄ 7 ⁄ Effectiveness Factor - Uncracked Concrete kuncr — 24 Effectiveness Factor - Cracked Concrete kcr — 17 Modification Factor ψc,N — 1.0 Strength Reduction Factor - Concrete Breakout Failure ϕ — 0.656 Pullout Strength in Tension 9 Nominal Pullout Strength Uncracked Concrete (f'c=2,500 psi) N p,uncr lb. 2,700 4 — 3 — 3 — 3 — 3 — 3 Nominal Pullout Strength Cracked Concrete (f'c=2,500 psi) N p,cr lb. 1,235 4 2,700 4 — 3 — 3 6,070 4 7,195 4 Strength Reduction Factor - Pullout Failure ϕ — 0.65 5 Breakout or Pullout Strength in Tension for Seismic Applications Nominal Pullout Strength for Seismic Loads (f'c=2,500 psi) N p,eq lb. 1,235 4 2,700 4 — 3 — 3 6,070 4 7,195 4 Strength Reduction Factor - Breakout or Pullout Failure ϕ — 0.65 5 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D, except as modified below. 2. The value of ϕ applies when the load combinations of ACI 318 Section 9.2 are used. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of ϕ. Anchors are considered brittle steel elements. 3. Pullout strength is not reported since concrete breakout controls. 4. Adjust the characteristic pullout resistance for other concrete compressive strengths by multiplying the tabular value by (f'c,specified / 2,500) 0.5 . 5. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of ϕ. * *See page 5 for an explanation of the load table icons 6. The value of ϕ applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4(c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of ϕ. If the load combinations of ACI 318 Appendix C are used, refer to Section D.4.5 to determine the appropriate value of ϕ. 7. For sand-lightweight concrete, in lieu of ACI 318 Section D.3.4, modify the value of Nn by multiplying all values of √f'c affecting Nn by 0.60. All-lightweight concrete is beyond the scope of this table. 8. For sand-lightweight concrete, modify the value of Np,cr, Np,uncr and Neq by 0.60. All-lightweight concrete is beyond the scope of this table. 9. See page 21 for further information regarding installations using the Titen HD ® Rod Hanger. 37
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