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ESR-1772 I Most Widely Accepted and Trusted Page 5 of 6 <br />TABLE 3-ALLOWABLE LOAD CAPACITIES FOR THREADED RODS AND REINFORCING BARS FOR SET ADHESIVE ANCHOR <br />SYSTEMS INSTALLED IN UNREINFORCED BRICK MASONRY1.2 <br />CONFIGURATION A - SHEAR ANCHOR OR REBAR DOWEL <br />Anchor Rod Minimum Minimum Allowable Allowable <br />Diameter or Rebar Size Embedment Wall Thickness Tension Load Shear Load3 <br />(inches)(inches)(lbs)(lbs) <br />3/4 8 13 - 1,000 <br />No. 5 8 13 - 750 <br />No. 6 8 13 - 1,000 <br />CONFIGURATION B - 221/2° COMBINATION ANCHOR <br />Anchor Rod Minimum Minimum Allowable Allowable <br />Diameter Embedment Wall Thickness Tension Load)Shear Load' <br />(inch)(inches)(lbs)(lbs) <br />314 Within 1 inch of <br />opposite wall surface 13 1,200 1,000 <br />CONFIGURATION C - THROUGH-BOLT ANCHOR <br />Anchor Rod Dia. <br />(inch) <br />Minimum Steel Minimum Allowable <br />Sleeve Embedment Wall Thickness Tension Load <br />(inches)(lbs) <br />Allowable <br />3 Shear Load3 <br />(lbs) <br />5/8 8 inches Rom <br />interiorwall surfaoe 13 1,200 750 <br />For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 foot-pound = 1.356 N-m, 1 psi = 6.89 Pa. <br />1Allowable load values are applicable only to anchors where in-place shear tests indicate minimum mortar strength of 50 psi, net. <br />2No increase for lateral loading, such as loading induced by wind or earthquake, is permitted. <br />Anchors must be tested in accordance with Section 4.4 for use with the IEBC. <br />Configuration A <br />(Shear) <br />PLASTIC <br />OR STEEL <br />J l SCREEN TUBE <br />F"0-#=Sium,, *44,K,110*414'*ilr,2 f,,1 <br />Configuration B Configuration C <br />(Tension & Shear)(Tension & Shear) <br />- 6.16.xw <br />STEEL <br />PLASTIC PLATE <br />Z OR STEEL L. <br />SCREEN TUBE <br />, <br />4f *.• DIA. <br />BENT HEX <br />THREADED NUT <br />ROD <br />STEEL <br />SCREEN TUBE <br />/ , STEEL SLEEVE <br />J \ <br />W DIA. <br />ROD <br />FIGURE 1-ANCHOR INSTALLATIONS FOR UNREINFORCED BRICK MASONRY <br />(Refer to Sections 4.1 through 4.3 for details concerning design and installation of anchors in unreinforced brick masonry)