Page 33 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

34 Anchors SSTB Anchor Bolts Two Pour Installation (SSTB20, 24 and 34) Corner Installation (Install with arrow on top of the bolt oriented as shown) Corner Installation (Install with arrow on top of the bolt oriented as shown) Non-Corner Installation (Bolt may be installed 45 to 135 as shown) Outer Edge of Concrete (Typ.) Anchor Bolt (Typ.) Typical SSTB Installation in Grouted Concrete Block Typical SSTB Installation Maintain minimum rebar cover, per ACI-318 concrete code requirements Typical SSTB Installation with Mudsill and Holdown Plan View of SSTB Placement in Concrete Pressure-treated barrier may be required. See SSTB, page 33. Anchor types shown are made by others and used with Simpson Strong-Tie holdowns. The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. See the Prestressed Concrete Institute Design Handbook (Ed. 5), Sec. 6.5.2, UBC 1923.2 or ACI 318-02 App. D. Distance Minimum Concrete Strength (psi) Allowable 4 Tension PCI Ed. 5 Allowable 4 Tension 97 UBC Allowable 4 Tension ACI 318-02 Dia. Min. le 1,3 6 de Min. End Distance 1 8 8 8 2500 14350 10540 5 1 8 8 8 2500 14920 10850 5 1 9 13 13 3000 13180 1 7, 1 10 15 15 3000 15590 1. Anchor embedment length is based on a single-pour concrete foundation. Double pour foundation systems, masonry walls and masonry footings must be evaluated by the designer. 2. Anchor bolt must be ASTM A307, A36 steel or better with hex head or nut washer nut, unless noted otherwise. 3. Spacing between anchors is 2l e minimum for anchors in tension at the same time. 4. Values assume no special inspection for 2500 psi concrete and no supplemental reinforcing in the concrete failure area. For ACI 318-02, cracked concrete is assumed and ductility requirements per D.3.3.4 not considered. Contact Simpson for other options. 5. 17380 for 1" and 18280 for 1 diameter with 3000 psi concrete and special inspection. 6. Requires a square or heavy hex head or nut minimum. 7. Requires an ASTM A449 type 1 or ASTM F1554 grade 55 anchor bolt and a heavy square nut or x 1 x 1 min. plate washer. Anchor with Nut/Washer/Nut (shown) or Hex-Head Bolt Design loads are calculated using a full shear cone. Coverage on each side of the bolt shall be a minimum of de or reductions must be taken ADDITIONAL ANCHOR DESIGNS

[close]