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AE Angle Bracket for Cross-Laminated Timber

Misc. Connectors for Engineered Wood

This product's information may differ depending on the category of use. You are currently viewing details related to Misc. Connectors for Engineered Wood. You can also view product information related to the category: Heavy Angles

AE 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.

Key Features

  • Loads provided for screws or nails
  • All load directions addressed
  • Heavy gauge provides high load capacity
  • Anchorage to either CLT or concrete

Material

  • 11 ga.

Finish

  • Galvanized

Installation

  • Use all specified fasteners and anchors
  • Follow installation images

Related Literature

Product Information Table

Fastener Production Information and Stuff & Things
Model No. Ga. W1 (in.) W2 (in.) L (in.) Coating/Material Packaging Qty.
AE116 11 3.5625 1.875 4.5625 Zinc Galvanized, G90 1

Load Tables

Table 1: Allowable Loads — CLT Panel-to-Panel Connection

Model No. Gauge Dimensions (in.) Fastener Schedule Allowable Load (lb.)
CD = 1.60
W1 W2 L Horizontal Leg Vertical Leg F1 F2 F3 F4
AE116 11 3 9/16 1 7/8 4 9/16 (7) SD #10 x 1 1/2" (7) SD #10 x 1 1/2" 1,545 805 1,545 775
(7) SD #10 x 2 1/2" (18) SD #10 x 2 1/2" 1,850 1,445 1,850 1,035
(7) 0.162" x 2 1/2" (18) 0.162" x 2 1/2" 1,440 840 1,440 395
  1. See table notes below.

Table 2: Allowable Loads — CLT Panel-to-Concrete Connection

Model No. Gauge Dimensions (in.) Fastener Schedule Allowable Load (lb.)
CD = 1.60
W1 W2 L Horizontal Leg Vertical Leg F1 F2 F3 F4
AE116 11 3 9/16 1 7/8 4 9/16 (2) 1/2" bolt (18) SD #10 x 1 1/2" 1,845 1,080 2,730 1,905
(2) 1/2" bolt (18) SD #10 x 2 1/2" 3,765 1,445 3,175 1,905
(2) 1/2" bolt (18) 0.162" x 2 1/2" 2,565 1,030 3,085 2,310

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.

Table 3: Allowable Loads — Titen HD® Anchorage Values

Model No. Anchor Min. Concrete Thickness (in.) Min. Edge Distance (in.) Min. End Distance (in.) Allowable Load (lb.)
F1 F2 F3 F4
Uncracked Concrete, Wind & Seismic in SDC A&B
AE116 (2) THD50400H 6 5 10 2,765 3,025 5,370 1,685
5 24 5,260 3,025 5,370 1,685
Cracked Concrete, Wind & Seismic in SDC A&B
AE116 (2) THD50400H 6 5 10 1,975 2,160 5,370 1,350
5 24 3,755 2,160 5,370 1,350
Uncracked Concrete, Seismic in SDC C-F
AE116 (2) THD50400H 6 5 10 2,305 2,520 4,025 1,450
5 24 4,025 2,520 4,025 1,450
  1. Allowable anchor capacities have been determined using ACI318- 14 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, ψc,V = 1.0 for cracked concrete and periodic inspection.
  3. Allowable Stress Design (ASD) values were determined by multiplying the LRF D capacities by a conversion factor, Alph a (a), 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"diameter long Titen HD(R) Heavy-Duty Screw Anchor.

Code Reports & Compliance

Drawings

PDF DWG DXF RFA IFC SAT