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SIMPSON STRONG-TIE | LIEBIG MECHANICAL ANCHOR SYSTEMSEISMIC TESTING AND ASSESSMENT INACCORDANCEWITH ACI 355.2-04December 8, 2009Page 2SIMPSON STRONG-TIE | LIEBIG MECHANICAL ANCHOR SYSTEMSEISMIC TESTING AND ASSESSMENT IN ACCORDANCEWITH ACI 355.2-041.0 INTRODUCTION1.1 PurposeThe firm of Wiss, Janney, Elstner Associates, Inc. (WJE) has conducted a product assessmentprogram for the Simpson Strong-Tie Ireland Ltd (Simpson) Superplus BLS self-undercut anchorsystem in accordance with American Concrete Institute (ACI) 355.2-04, Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary. The testing and subsequent dataassessment was conducted within the guidelines and requirements of ACI 355.2-04 for use incracked concrete. The testing took place in the WJE structural laboratory in Northbrook, Illinoisand the Simpson Strong-Tie laboratory in Addison, Illinois.1.2 ScopeThe product evaluation program consisted of testing and assessing the Simpson | Liebig Superplus BLSmechanical anchor system in cracked concrete, accoEvaluating Anchor Systems for use in Cracked and Uncracked Concrete. Specifically, Test Numbers 3and 12 of Table 4.2 were performed to determine their seismic performance.1.3 Reference StandardsACI 355.2-04, Qualification of Post-Installed Mechanical Anchors in Concrete and Commentary,American Concrete Institute, 38800 Country Club Drive, Farmington Hills, MI 48331, MichiganASTM Standard E 488-96, (Reapproved 2003): Standard Test Methods for Strength of Anchors inConcrete and Masonry Elements Vol. 04.11, ASTM International, West Conshohoken, Pennsylvania.ASTM Standard A 193/A 193M, 2006: Standard Specification for Alloy-Steel and Stainless Steel BoltingMaterials for High Temperature or High Pressure Service and Other Special Purpose Applications, Vol.01.01 , ASTM International, West Conshohoken, Pennsylvania.ASTM Standard C 31/C 31M, 2008: Standard Practice for Making and Curing Concrete TestSpecimens in the Field, Vol. 04.02, ASTM International, West Conshohoken, Pennsylvania.ASTM Standard C 39/C 39M, 2005: Standard Test Method for Compressive Strength of Cylindricalconcrete Specimens Vol. 04.02, ASTM International, West Conshohoken, Pennsylvania.
SIMPSON STRONG-TIE | LIEBIG MECHANICAL ANCHOR SYSTEMSEISMIC TESTING AND ASSESSMENT INACCORDANCE WITH ACI 355.2-04December 8, 2009Page 32.0 ANCHOR SYSTEM INFORMATION2.1 Product DescriptionThe design of the Superplus mechanical anchor causes an undercut to be created when the installationtorque is applied. As torque is applied to the anchor the cone is drawn into the anchor sleeve and thethe base material. This results in a mechanicalinterlock with base material that functions in both cracked and non-cracked concrete.2.2 Product SamplingProduct sampling was conducted by WJE at the Simpson facility located in Addison, Illinois. WJErandomly sampled the anchors.2.3 Concrete Test SpecimensConcrete test specimens were typically cast as either 4 ft x 4ft x 1 ft or 6 ft x 4 ft x 2 ft blocks. A total oftwo mix designs were used during the testing process (Appendix 1). Cementitious additives as defined byACI 355.2-04 Section 5.1.2 were not used in the concrete mixes.Reinforcement was used as a necessary part of the mechanism to induce cracks in test members for testseries requiring cracked concrete. Minimum reinforcement (less than 1%) was used in static crack blocksto restrain the concrete during the cracking process. Crack inducing plates were used for each type ofcracked concrete test member to control the location of the crack in the member.3.0 TEST PROGRAM3.1 Anchor InstallationAll anchor installations were performed according toby Simpson.Drilled Holes - The holes for anchor installation were drilled using a Bosch 11241EVS SDS Max rotaryhammer drill and a carbide tipped drill bit. The diameter of the drill bits used were measured before andafter each use to verify the actual diameter was within the specified tolerance of Table 5.1 of ACI 355.2-04. All drill bits used for this test program were within the specified tolerance. The hole was drilled sothat the axis of the anchor was approximately in the plane of the crack.Anchor Installation - Anchors were installed in the concrete test members according to thedrilled using a rotary hammer drill and carbide tippeddrill bit that was within the diameter range per ACI 355.2-04, Table 5.1. The holes were drilled and theanchors were installed to the manufacturer's recommended embedment depth.The drilled hole was cleaned using compressed air (Figure 1). A vacuum was used near the compressedair hose to collect the dust blown out of the hole and to minimize dust in the laboratory work area. Theanchor was installed in the cleaned hole using a hammer. The anchor was driven until it contacted the testfixture washers indicating the desired embedment depth (Figure 2). In order to install the anchor, the nuton the threaded rod had to be hand tightened to keep all anchor components in contact with the adjacent
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Page 3: TABLE OF CONTENTS1.0 INTRODUCTION .
Page 11 and 12: Figure 4. Seismic tension test set

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