Instruction Manual for SIMPSON Strong-Tie models including: ABR9020, ABR105, AE116, ABR255, E20-3, ABR9020 Angle Brackets for Cross Laminated Timber, ABR9020, Angle Brackets for Cross Laminated Timber, Brackets for Cross Laminated Timber, Cross Laminated Timber, Laminated Timber, Timber
SIMPSON • Simpson Strong-Tie AE116 AE Angle Bracket For Cross-Laminated Timber G90 Galvanized • Tools Welders Mobile Welding Cooling Fans Chainsaws Metal Dust Vacuum Cleaners Product Guide & SPECS :
Angle Brackets C-C-MASSTIMBER24 © 2024 Simpson Strong-Tie Company Inc. Simpson Strong-Tie® Connectors, Fasteners & Anchors for Mass Timber Construction ABR/AE/E Angle Brackets for Cross-Laminated Timber (CLT) ABR, AE and E angle brackets are used to connect cross-laminated timber (CLT) wall panels to CLT floors or concrete slabs. A wide variety of fastener and anchor options are available depending on the required loads and application. Material: ABR9020 -- 14 gauge ABR105, AE116, ABR255, E20/3 -- 11 gauge Finish: Galvanized Installation: · Use all specified fasteners and anchors · Follow installation images Special Features: The E20/3 angle bracket has been tested with up to a 2" gap between the bottom of the CLT wall and the top of concrete slab. This gap allows the wall to be separated with a pressure-treated sill plate, concrete curb, grout pad, or other specified material. L W1 W2 W1 L ABR105 W1 ABR9020 W2 L L W1 W2 ABR255 W2 L W1 W2 AE116 E20 /3 Angle Bracket Dimensions Model No. Gauge Dimensions (in.) W1 W2 L ABR9020 14 37/16 37/16 29/16 ABR105 11 41/8 41/8 39/16 AE116 11 3 9/16 17/8 49/16 ABR255 11 43/4 315/16 10 E20 /3 11 63/4 41/2 33/4 Special Fastener and Anchor Patterns 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 1025 (18) Fasteners 100 100 G 100 G 100 100 G 100 (3) Fasteners E20/3 Fastener Pattern with SD #10x2 1/2" or 0.162"x2 1/2" E20/3 Fastener Pattern with SDHR27400 (2) Anchors E20/3 Anchor Pattern AE116 Anchor Pattern (2) Anchors (2) Anchors (2) Anchors ABR255 Anchor Pattern -- Option 1 ABR255 Anchor Pattern -- Option 2 86 Simpson Strong-Tie® Connectors, Fasteners & Anchors for Mass Timber Construction ABR/AE/E Angle Brackets for Cross-Laminated Timber (CLT) (cont.) Anchorage to Concrete Options m3in". F3 F4 F2 F1 Typical ABR105 Installation to CLT Floor (AE116, ABR9020, ABR255 similar) Titen HD® Strong-Bolt® 2 Heavy-Duty Wedge Anchor Screw Anchor (see p. 112) (see p. 106) RFB SET-3GTM High- Retrofit Strength Epoxy Bolt Adhesive (see p. 105) (see p. 103) m3in". F3 Typical ABR255 Installation to Concrete Slab F4 (anchor option 1) F2 F1 m3in". F3 F4 F2 F1 Typical AE116 Installation to Concrete Slab C-C-MASSTIMBER24 © 2024 Simpson Strong-Tie Company Inc. Angle Brackets coorn2gc"rroemtueatxcp.uardb m3in". F3 F4 F2 F1 lepvrseeilslilns2pug" lrmaget-raetoxraue.ntadtpeadd m3in". F3 F4 F2 F1 If pressure-treated sill plate will contact the connector, provide a barrier membrane. Reference technical bulletin T-C-PTBARRIER for more information. Typical E20/3 Installation at CLT Wall on Concrete Curb or Grout Pad Typical E20/3 Installation at CLT Wall on Pressure-Treated Sill 87 Angle Brackets C-C-MASSTIMBER24 © 2024 Simpson Strong-Tie Company Inc. Simpson Strong-Tie® Connectors, Fasteners & Anchors for Mass Timber Construction ABR/AE/E Angle Brackets for Cross-Laminated Timber (CLT) (cont.) Allowable Loads -- CLT Panel-to-Panel Connection Model No. Gauge Dimensions (in.) W1 W2 L Fastener Schedule Horizontal Leg Vertical Leg ABR9020 (10) SD #10 x 21/2" (10) SD #10 x 21/2" 14 37/16 37/16 29/16 (10) 0.162" x 21/2" (10) 0.162" x 21/2" ABR105 (14) SD #10 x 21/2" (10) SD #10 x 21/2" 11 41/8 41/8 39/16 (14) 0.162" x 21/2" (10) 0.162" x 21/2" (7) SD #10 x 11/2 (7) SD #10 x 11/2 AE116 11 39/16 17/8 49/16 (7) SD #10 x 21/2" (18) SD #10 x 21/2" (7) 0.162" x 21/2" (18) 0.162" x 21/2" ABR255 (41) SD #10 x 21/2" (52) SD #10 x 21/2" 11 43/4 315/16 10 (41) 0.162" x 21/2" (52) 0.162" x 21/2" 1. See table notes below. F1 1,480 980 1,880 1,220 1,545 1,850 1,440 3,805 3,800 Allowable Load (lb.) CD = 1.60 F2 F3 1,200 1,330 425 1,330 1,235 2,300 580 2,020 805 1,545 1,445 1,850 840 1,440 4,430 3,165 2,715 4,315 F4 1,010 510 1,475 415 775 1,035 395 3,970 2,080 Allowable Loads -- CLT Panel-to-Concrete Connection Model No. Gauge Dimensions (in.) W1 W2 L Fastener Schedule Horizontal Leg Vertical Leg Allowable Load (lb.) CD = 1.60 F1 F2 F3 (2) 1/2" bolt (18) SD #10 x 11/2" 1,845 1,080 2,730 AE116 11 39/16 17/8 49/16 (2) 1/2" bolt (18) SD #10 x 21/2" 3,765 1,445 3,175 (2) 1/2" bolt (18) 0.162" x 21/2" 2,565 1,030 3,085 ABR255 Anchor Option 1 -- (2) 1/2" bolt (52) 0.162" x 21/2" 3,910 2,505 3,605 11 43/4 315/16 10 Anchor Option 2 -- (2) 1/2" bolt (52) 0.162" x 21/2" 3,805 2,505 3,885 (2) 3/8" bolt (18) SD #10 x 21/2" 1,565 790 700 E20 /3 11 63/4 41/2 33/4 (2) 3/8" bolt (18) 0.162" x 21/2" 1,625 610 725 (2) 3/8" bolt (3) SDHR27400 705 360 860 For SI: 1 inch = 25.4 mm; 1 lbf = 4.45 N. 1. The allowable loads are based on the use of SPF Grade 2 cross-laminated timber (CLT) material conforming to APA PRG-320. 2. Installation and fastener schedule in "CLT Panel to Panel Connection" table assumes platform framing, i.e., install vertical leg at bottom edge of CLT wall panel, and horizontal leg on CLT floor panel with 3 7/8 in. min. edge distance. 3. Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce for other load durations as required by code. 4. The designer must specify the anchor bolt type, length, and embedment. Allowable load shall be taken as lower of anchorage capacity per designer and table load. See next page for Titen HD Anchorage Values. 5. See Engineering Letter L-C-CLTABSDPWS for F1 loads calculated in accordance with Special Design Provisions for Wind and Seismic 2021 (SDPWS2021) 6. Nails: 0.162" x 2 1/2" = 0.162 in. diameter x 2.5 in. long. 7. Screws: SD10 x 1 1/2" and SD#10 x 2 1/2" = 0.162 in. shank diameter x 1.5 in. long and 2.5 in. long Simpson Strong-Drive® SD Connector screw respectively. SDHR27400 = 0.275 in. shank diameter x 4 in. long Simpson Strong-Drive® SDHR Combo-Head screw. F4 1,905 1,905 2,310 2,475 1,080 1,885 1,835 1,865 88 Simpson Strong-Tie® Connectors, Fasteners & Anchors for Mass Timber Construction ABR/AE/E Angle Brackets for Cross-Laminated Timber (CLT) (cont.) Allowable Loads -- Titen HD® Anchorage Values Model No. AE116 Anchor (2) THD50400H Min. Concrete Min. Edge Min. End Thickness (in.) Distance (in.) Distance (in.) F1 Uncracked Concrete, Wind & Seismic in SDC A&B 5 10 2,765 6 5 24 5,260 Allowable Load (lb.) F2 F3 3,025 3,025 5,370 5,370 F4 1,685 1,685 E20 /3 (2) THD37300H (2) THD37400H AE116 (2) THD50400H 5 10 2,505 4 1/2 5 24 2,505 5 5 1/2 5 10 2,360 24 3,175 Cracked Concrete, Wind & Seismic in SDC A&B 5 10 1,975 6 5 24 3,755 2,240 2,240 2,570 2,570 2,160 2,160 2,505 2,505 3,175 3,175 5,370 5,370 1,820 1,820 2,300 2,300 1,350 1,350 E20 /3 (2) THD37300H (2) THD37400H AE116 (2) THD50400H 5 10 1,465 1,600 1,775 1,300 4 1/2 5 24 1,775 1,600 1,775 1,300 5 10 1,685 1,835 2,250 1,640 5 1/2 5 24 2,250 1,835 2,250 1,640 Uncracked Concrete, Seismic in SDC C-F 5 10 2,305 2,520 4,025 1,450 6 5 24 4,025 2,520 4,025 1,450 5 10 1,710 1,865 2,070 1,140 (2) THD37300H 4 1/2 5 24 2,070 1,865 2,070 1,140 E20 /3 5 10 1,965 2,145 2,400 1,435 (2) THD37400H 5 1/2 5 24 2,400 2,145 2,400 1,435 1. Allowable anchor capacities have been determined using ACI31814 Chapter 17 calculations with a minimum concrete compressive strength (f'c) of 4,000 psi in normal weight concrete. 2. Load values are for group anchors based on ACI318, Condition B, no supplemental edge reinforcement, c,V = 1.0 for cracked concrete and periodic inspection. 3. Allowable Stress Design (ASD) values were determined by multiplying the LRFD capacities by a conversion factor, Alpha (), of 0.7 for seismic and 0.6 of wind loads. 4. Tabulated allowable ASD loads for Wind and Seismic in SDC A&B are based on a wind conversion factor and may be increased by 1.17 for SDC A&B only. 5. Design loads shall include seismic overstrength factor per ASCE7 Section 12.4.3, as required. 6. Allowable load shall be taken as lower of anchorage capacity or the connector capacity. Anchors subjected to both tension and shear loads shall be evaluated per ACI318 Section 17.6. 7. Anchors: THD50400H = 1/2" diameter x 4" long Titen HD® Heavy-Duty Screw Anchor. THD37300 and THD37400 = 3/8" diameter x 3" long and 4" long, respectively, Titen HD Heavy-Duty Screw Anchor. C-C-MASSTIMBER24 © 2024 Simpson Strong-Tie Company Inc. Angle Brackets Edge Distance End Distance Connector Anchor Edge and End Distance AE116 Installed (E20/3 Similar) m3in". F4 F2 F3 F1 89Adobe PDF Library 17.0 Adobe InDesign 19.1 (Macintosh)