Simpson Anchors - Anchoring and Fastening Systems - BuildSite.com

More documents

Recommendations

Info

20 TREATMENT OF DESIGN METHODS UNDER MODEL BUILDING CODES Structural Post-Installed Anchor Design Methods Permitted by Building Codes Building Code Base Material 2006 IBC/IRC 2003 IBC/IRC 2000 IBC/IRC 1997 UBC Traditional ASD Permitted Design Methods 3 ACI 318 App. D/ ICC-ES AC193 ICC-ES AC308 Concrete 1 No Yes Yes Masonry 2 Yes N/A 4 N/A 4 Concrete 1 No Yes Yes Masonry 2 Yes N/A 4 N/A 4 Concrete 1 Yes Yes Yes Masonry 2 Yes N/A 4 N/A 4 Concrete 1 Yes Yes Yes Masonry 2 Yes N/A 4 N/A 4 1. “Concrete” includes all concrete base materials such as concrete on metal deck and precast concrete shapes. 2. “Masonry” includes all masonry base materials such as hollow and grout-filled CMU and unreinforced brick masonry. 3. Code interpretations vary. Confirm with the local Building Official. 4. Not applicable since masonry is beyond the scope of this design method. Building codes and material standards have traditionally allowed Designers to take a one third allowablestress increase on the calculated design capacities of some building materials and components when designing for forces generated from wind and/or seismic events. Newer codes and standards only allow the allowable stress increase to be taken when using an alternate set of load combinations. The table below summarizes when allowable-stress increases are permitted. 1/3 Allowable-Stress Increase for Structural Post-Installed Anchors Building Code Base Material 2006 IBC/IRC 2003 IBC/IRC 2000 IBC/IRC 1997 UBC Is 1/3 Allowable Stress Increase Permitted for Post- Installed Anchors Designed with Traditional ASD? Concrete 1 N/A 3 Masonry 2 Yes 4 Concrete 1 N/A 3 Masonry 2 Yes 4 Concrete 1 Yes 4 Masonry 2 Yes 4 Concrete 1 Yes 4 Masonry 2 Yes 4 1. “Concrete” includes all concrete base materials such as reinforced concrete, concrete on metal deck and precast concrete shapes. 2. “Masonry” includes all masonry base materials such as hollow and grout-filled CMU and unreinforced clay-brick masonry. 3. Not applicable since this code does not use traditional ASD for post-installed anchors. 4. Only when indicated in the applicable load table in this catalog and when alternative basic load combinations as prescribed in the code are used. C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC.
C-SAS-2009 © 2009 SIMPSON STRONG-TIE COMPANY INC. TREATMENT OF DESIGN METHODS UNDER MODEL BUILDING CODES Structural Post-Installed Anchor Selection Guide Adhesive Anchors Design Methods Covered Base Materials Covered Traditional ASD 1 ICC-ES AC308 ASD (USD & ASD) Concrete Conc. over Mtl. Deck CMU Uncracked Cracked Uncracked Cracked Grout- Filled Hollow URM 4 Code Listings 2 SET-XP X X X X 3 X 3 ICC-ES IXP X X X ICC-ES Pending SET X X X 3 X X X ICC-ES ET X X X 3 X X X ICC-ES Acrylic-Tie ® X X X 3 X X X ICC-ES VGC X X X 3 EDOT X X 1. Allowable loads for traditional ASD are derived from applicable test methods such as ASTM E488, ASTM E1512 and legacy ICC-ES acceptance criteria AC58 and AC60. 2. Code listings may not be available for all products/applications cited in the table. To verify code listed products/applications refer to “code reports” at www.simpsonanchors.com or contact Simpson Strong-Tie at 1-800-999-5099 (U.S. and Canada). 3. Installed into top surface. 4. Unreinforced clay brick masonry. Mechanical Anchors Design Methods Covered Base Materials Covered Traditional ASD 1 ACI 318 App. D/ ICC-ES AC193 ASD (USD & ASD) Concrete Conc. over Mtl. Deck CMU Uncracked Cracked Uncracked Cracked Torq-Cut X X X X X Grout- Filled Hollow Code Listings 2 ICC-ES Pending Strong-Bolt X X X X X ICC-ES Titen HD ® X X X X X X X X ICC-ES Wedge-All ® X X X X ICC-ES Sleeve-All X X X Drop-In X X X Blue Banger Hanger ® X X X Easy-Set X X Titen ® Screw X X X X 1. Allowable loads for traditional ASD are derived from applicable test methods such as ASTM E488, ASTM E1512 and legacy ICC-ES acceptance criteria AC01, AC70, and AC106. 2. Code listings may not be available for all products/applications cited in the table. To verify code listed products/applications refer to “code reports” at www.simpsonanchors.com or contact Simpson Strong-Tie at 1-800-999-5099 (U.S. and Canada). 21
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 18 and 19: 18 ICC-ES AC308 ULTIMATE STRENGTH D
Page 22 and 23: 22 EXAMPLE CALCULATION Adhesive Anc
Page 24 and 25: 24 EXAMPLE CALCULATION Mechanical A
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: C-SAS-2009 © 2009 SIMPSON STRONG-T
Page 75 and 76:
C-SAS-2009 © 2009 SIMPSON STRONG-T
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93:
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 112 and 113:
Mechanical Anchors 112 TORQ-CUT Se
Page 114 and 115:
Mechanical Anchors 114 TORQ-CUT Se
Page 116:
Mechanical Anchors 116 STRONG-BOLT
Page 119 and 120:
Page 121:
Page 128 and 129:
Mechanical Anchors 128 TITEN HD ®
Page 130 and 131:
Mechanical Anchors 130 TITEN HD ®
Page 135 and 136:
Page 137 and 138:
Page 144:
Mechanical Anchors 144 WEDGE-ALL ®
Page 147 and 148:
Page 149 and 150:
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?