Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com

More documents

Recommendations

Info

Mechanical Anchors 112 TORQ-CUT Self Undercutting Anchor for Cracked and Uncracked Concrete Torq-Cut Anchor Product Data, Pre-Set Version Size (in.) Model No. Drill Bit Dia. (in.) Min. Hole Depth (A) (in.) Base of Anchor to Top of Sleeve (B) (in.) Pre-Set Through-Set C Max. Fixture Thickness (C) (in.) A B D E Min. Fixture Hole Dia. (in.) Threaded Rod Length (D) (in.) Quantity Box Carton ³⁄₈ x 6 TCAP370600 ⁵⁄₈ 5 4.6 ³⁄₄ ⁷⁄₁₆ 6 10 4 ¹⁄₂ x 8³⁄₄ TCAP500834 ⁷⁄₈ 7 6.6 1¹⁄₄ ⁹⁄₁₆ 8³⁄₄ 5 2 ¹⁄₂ x 9¹⁄₂ TCAP500912 ⁷⁄₈ 7 6.6 2 ⁹⁄₁₆ 9¹⁄₂ 5 2 ⁵⁄₈ x 11¹⁄₂ TCAP621112 1 9.5 8.9 1¹⁄₂ ¹¹⁄₁₆ 11¹⁄₂ 4 2 ⁵⁄₈ x 12¹⁄₂ TCAP621212 1 9.5 8.9 2¹⁄₂ ¹¹⁄₁₆ 12¹⁄₂ 4 2 ³⁄₄ x 14⁵⁄₈ TCAP751458 1¹⁄₄ 12 11.4 2 ¹³⁄₁₆ 14⁵⁄₈ 2 2 ³⁄₄ x 16⁵⁄₈ TCAP751658 1¹⁄₄ 12 11.4 4 ¹³⁄₁₆ 16⁵⁄₈ 2 2 1. See detail below Torq-Cut Anchor Product Data, Through-Set Version Size (in.) Model No. Drill Bit Dia. (in.) Min. Hole Depth (A) (in.) Base of Anchor to Top of Sleeve (E) (in.) Max. Fixture Thickness (C) (in.) Min. Fixture Hole Dia. (in.) Threaded Rod Length (D) (in.) Quantity Box Carton ³⁄₈ x 6 TCAT370600 ⁵⁄₈ 5 5.4 ³⁄₄ ¹¹⁄₁₆ 6 10 4 ¹⁄₂ x 8³⁄₄ TCAT500834 ⁷⁄₈ 7 7.9 1¹⁄₄ ¹⁵⁄₁₆ 8³⁄₄ 5 2 ¹⁄₂ x 9¹⁄₂ TCAT500912 ⁷⁄₈ 7 8.6 2 ¹⁵⁄₁₆ 9¹⁄₂ 5 2 ⁵⁄₈ x 11¹⁄₂ TCAT621112 1 9.5 10.4 1¹⁄₂ 1¹⁄₁₆ 11¹⁄₂ 4 2 ⁵⁄₈ x 12¹⁄₂ TCAT621212 1 9.5 11.4 2¹⁄₂ 1¹⁄₁₆ 12¹⁄₂ 4 2 ³⁄₄ x 14⁵⁄₈ TCAT751458 1¹⁄₄ 12 13.4 2 1⁵⁄₁₆ 14⁵⁄₈ 2 2 ³⁄₄ x 16⁵⁄₈ TCAT751658 1¹⁄₄ 12 15.4 4 1⁵⁄₁₆ 16⁵⁄₈ 2 2 1. See detail below Torq-Cut Anchor Material Specifi cations Carbon Steel Component Materials Threaded Rod Nut Washer Spacer Sleeve Expansion Sleeve Cone ASTM A193 1 SAE J995, Grade 8 ASTM F436, Type 1 AISI 1045 Steel Zinc Plated ASTM B633 SC1 Commercial Zinc Commercial Zinc 1. 3/8" TCA uses ASTM A193 Grade B7 rod. 1/2", 5/8" and 3/4" TCA uses ASTM A193 Grade B7M rod. Zinc Plated ASTM B633 SC1 Dimensions A, B, C, D, E SAE J403 Grade 1144 Steel Zinc Plated ASTM B633 SC1 SAE J403 Grade 1144 Steel Zinc Plated ASTM B633 SC1 C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.
C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC. TORQ-CUT Self-Undercutting Anchor for Cracked and Uncracked Concrete Torq-Cut Anchor Installation and Additional Data 1 Characteristic Symbol Units Installation Information Nominal Anchor Diameter (inch) ³⁄₈ ¹⁄₂ ⁵⁄₈ ³⁄₄ Drill Bit Diameter d in. ⁵⁄₈ ⁷⁄₈ 1 1¹⁄₄ Minimum Baseplate Clearance Hole Diameter dc in. ¹¹⁄₁₆ ¹⁵⁄₁₆ 1¹⁄₁₆ 1⁵⁄₁₆ Installation Torque Tinst ft-lb 55 90 185 240 Embedment Depth hnom in. 5 7 9¹⁄₂ 12 Critical Edge Distance cac in. 6 8⁵⁄₈ 12 15³⁄₈ Minimum Edge Distance cmin in. 6 7 10 7³⁄₄ Minimum Spacing smin in. 6 7 9 7³⁄₄ Minimum Concrete Thickness hmin in. 6 8⁵⁄₈ 12 15³⁄₈ Additional Data Anchor Category category — 1 1 1 1 Yield Strength fya ksi 105 80 80 80 Tensile Strength futa ksi 125 100 100 100 Minimum Tensile and Shear Stress Area Ase in 2 0.078 0.142 0.226 0.334 Axial Stiffness in Service Load Range – uncracked concrete βuncr lb/in. 635,830 Axial Stiffness in Service Load Range - cracked concrete βcr lb/in. 346,694 1. The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. Torq-Cut Anchor Characteristic Tension Design Data 1,6 Characteristic Symbol Units ³⁄₈ Nominal Anchor Diameter (inch) ¹⁄₂ ⁵⁄₈ ³⁄₄ Embedment Depth hnom in. 5 7 9¹⁄₂ 12 Steel Strength in Tension Nominal Steel Strength in Tension Nsa lb. 9,690 14,190 22,600 33,450 Strength Reduction Factor – Steel Failure φ — 0.75 2 0.75 2 0.75 2 0.75 2 Concrete Breakout Strength in Tension 6 Effective Embedment Depth hef in. 4 5³⁄₄ 8 10¹⁄₄ Critical Edge Distance 4 cac in. 6 8⁵⁄₈ 12 15³⁄₈ Effectiveness Factor – Uncracked Concrete kuncr — 30 30 30 24 Effectiveness Factor – Cracked Concrete kcr — 24 24 24 24 Ratio of kuncr /kcr ψ c,N — 1.25 1.25 1.25 1.00 Strength Reduction Factor – Concrete Breakout Failure φ — 0.65 5 0.65 5 0.65 5 0.65 5 Pullout Strength in Tension 7 Nominal Pullout Strength Uncracked Concrete Npn,uncr lb — 3 — 3 — 3 — 3 Nominal Pullout Strength Cracked Concrete Npn,cr lb — 3 — 3 — 3 — 3 Strength Reduction Factor - Pullout Failure φ — — 3 — 3 — 3 — 3 Tension Resistance for Seismic Applications 7 Tension Resistance - Seismic Loads Neq lb 9,690 14,190 22,600 33,450 Strength Reduction Factor – Steel Failure φ — 0.75 2 0.75 2 0.75 2 0.75 2 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 D4.5 to determine the appropriate value of φ. Anchors are considered ductile steel elements. 3. Pullout strength is not reported since steel failure controls. 4. The modification factor ψ cp,N = 1.0 for cracked concrete. Otherwise, the modification factor for uncracked concrete without supplementary reinforcement to control splitting is either: (1) ψcp,N = 1.0 if c a,min ≥ c ac or (2) ψ cp,N = c a,min / c ac ≥ 1.5h ef / c ac if c a,min < c ac. The modification factor, ψ cp,N is applied to the nominal concrete breakout strength, N cb or N cbg. * *See page 10 for an explanation of the load table icons 5. The value of φ applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D4.4(c) for Condition A are met, refer to Section D4.4 to determine the appropriate value of φ. If the load combinations of ACI 318 Appendix C are used, refer to Section D4.5 to determine the appropriate value of φ. 6. 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. 7. For sand-lightweight concrete, modify the value of N pn,cr, N pn,uncr and N eq by 0.60. All-lightweight concrete is beyond the scope of this table. Mechanical Anchors 113
Page 1 and 2:
��
Page 3 and 4:
Building Codes Are Changing New Anc
Page 5 and 6:
C-SAS-2009 © 2009 SIMPSON STRONG-T
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 18 and 19:
18 ICC-ES AC308 ULTIMATE STRENGTH D
Page 20 and 21:
20 TREATMENT OF DESIGN METHODS UNDE
Page 22 and 23:
22 EXAMPLE CALCULATION Adhesive Anc
Page 24 and 25:
24 EXAMPLE CALCULATION Mechanical A
Page 26 and 27:
Page 28 and 29:
Page 30 and 31:
30 EXAMPLE CALCULATION Torque Contr
Page 32 and 33:
32 Continued from page 31. 3 4 ADHE
Page 34:
Epoxy Adhesives 34 SET-XP Structur
Page 39:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 59 and 60:
Page 61 and 62: C-SAS-2009 © 2009 SIMPSON STRONG-T
Page 93: C-SAS-2009 © 2009 SIMPSON STRONG-T
Page 98 and 99: Vinylester Adhesive 98 VGC Technica
Page 100 and 101: Crack Injection 100 ETI Injection E
Page 102 and 103: Crack Injection 102 CRACK-PAC ® 1.
Page 104 and 105: Crack Injection 104 EPOXY-TIE ® Tr
Page 106 and 107: Crack Injection 106 CRACK-PAC ® CA
Page 108 and 109: Crack Injection 108 CRACK-PAC ® In
Page 110 and 111: 110 MECHANICAL ANCHORS Heavy-duty g
Page 114 and 115: Mechanical Anchors 114 TORQ-CUT Se
Page 116: Mechanical Anchors 116 STRONG-BOLT
Page 121: C-SAS-2009 © 2009 SIMPSON STRONG-T
Page 128 and 129: Mechanical Anchors 128 TITEN HD ®
Page 130 and 131: Mechanical Anchors 130 TITEN HD ®
Page 144: Mechanical Anchors 144 WEDGE-ALL ®
Page 152 and 153: Mechanical Anchors 152 SLEEVE-ALL
Page 154: Mechanical Anchors 154 Drop-In Anch
Page 158 and 159: Mechanical Anchors 158 DROP-IN Tech
Page 160: Mechanical Anchors 160 BLUE BANGER
Page 167 and 168:
Page 169 and 170:
Page 176 and 177:
Mechanical Anchors 176 HWA Hollow W
Page 178 and 179:
Mechanical Anchors 178 SWTB Spring
Page 180 and 181:
Gas-Actuated Fastening System 180 G
Page 182 and 183:
Gas-Actuated Fastening System 182 G
Page 184 and 185:
Powder-Actuated Fastening Systems 1
Page 186 and 187:
Page 188 and 189:
Page 190 and 191:
Page 192 and 193:
Page 194 and 195:
Page 196 and 197:
Page 198 and 199:
Page 200 and 201:
Page 202 and 203:
Page 204 and 205:
Page 210 and 211:
Page 212 and 213:
212 CARBIDE DRILL BITS, CORE BITS &
Page 214 and 215:
Drill Bits 214 SDS-PLUS ® SDS-PLUS
Page 216 and 217:
Drill Bits 216 SPLINE/STRAIGHT SHAN
Page 218 and 219:
Drill Bits 218 DEMOLITION BITS For
Page 220 and 221:
Drill Bits 220 DRILL BIT WARRANTY C
Page 222 and 223:
222 GLOSSARY OF COMMON TERMS OBLIQU
Page 224 and 225:
224 C-SAS-2009 © 2009 SIMPSON STRO
Page 226 and 227:
226 C-SAS-2009 © 2009 SIMPSON STRO
Page 228 and 229:
Anchor Selection Software Anchor De
Page 230 and 231:
NCHORING
Page 232 and 233:
4 Anchoring and Fastening Systems f
Page 234 and 235:
Page 236 and 237:
Page 238 and 239:
10 Anchoring and Fastening Systems
Page 240 and 241:
Page 242 and 243:
Page 244:
Page 247 and 248:
F-SAS-CSAS2009 ©2011 Simpson Stron
Page 249:
Page 252 and 253:
Page 254 and 255:
26 W Anchoring and Fastening System
Page 256 and 257:
N N 28 W Anchoring and Fastening Sy
Page 259 and 260:
Page 261 and 262:
Page 263 and 264:
Page 265 and 266:
Page 267 and 268:
Page 269 and 270:
Page 271 and 272:
show all

Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?