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ESR-4143 I Most Widely Accepted and Trusted Page 21 of 82 Page 9 of 20 <br />TABLE 5C—ALLOWABLE ADHESIVE BOND TENSION AND SHEAR LOADS FOR THREADED RODS IN THE SIDE OF <br />GROUT -FILLED MASONRY UNITS (POUNDS)' 2,3,4,7 <br />Anchor <br />Diameter <br />Embedment <br />(inches) <br />Edge Distance' <br />(inches) <br />Minimum <br />End <br />Distance <br />(inches) <br />Tension <br />Load' <br />Shear Load' <br />Load Parallel to <br />Edge of Masonry <br />Wall <br />Load Perpendicular to <br />Edge of Masonry Wall <br />1/2 <br />41/2 <br />13/4 <br />8 <br />990 <br />885 <br />255 <br />5/8 <br />55/8 <br />13/4 <br />1,200 <br />1,220 <br />330 <br />3/4 <br />55/8 <br />23/4 <br />1,200 <br />1,770 <br />530 <br />TABLE 5D—ALLOWABLE ADHESIVE BOND TENSION AND SHEAR LOADS FOR REINFORCING BARS IN THE SIDE OF <br />GROUT -FILLED MASONRY UNITS (POUNDS)' 2,3,4,7 <br />Shear Load' <br />Reinforcing <br />Embedment <br />Edge Distance' <br />Minimum End <br />Distance <br />Tension <br />Load Parallel to <br />Bar Size <br />(inches) <br />(inches) <br />(inches) <br />Load' <br />Edge of Masonry <br />Load Perpendicular to <br />p <br />Wall <br />Edge of Masonry Wall <br />No.4 <br />4% <br />13/4 <br />8 <br />1,055 <br />835 <br />255 <br />No. 5 <br />55/8 <br />13/4 <br />1,160 <br />990 <br />275 <br />For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. <br />The following footnotes apply to both Tables 5C and 5D: <br />All values are for anchors installed in fully grouted concrete masonry with minimum masonry strength of 1500 psi. Concrete masonry units must be light-, <br />medium-, or normal -weight conforming to ASTM C90. Allowable loads have been calculated using a safety factor of 5. <br />2 When using the basic load combinations in accordance with IBC Section 1605.3.1, tabulated allowable loads must not be increased for seismic or wind loading. <br />When using the alternative basic load combinations in the 2009 IBC Section 1605.3.2 that include seismic or wind loads, tabulated allowable loads may be <br />increased, or the alternative basic load combinations may be reduced according to Table 2. For the 2018, 2015 and 2012 IBC, the allowable loads or load <br />combinations must not be adjusted. <br />3 Refer to Figure 4 for an illustration of the anchor location for which the tabulated values are applicable. <br />4 The tabulated edge distance is measured from the anchor centerline to the edge of the CMU block as depicted in Figure 4. <br />5 Anchors must be installed into the grouted cell. Anchors are not permitted to be installed in a flange, or bed joint of the concrete masonry unit. <br />e Allowable loads must be the lesser of the adjusted masonry or bond values tabulated above and the steel values given in Tables 10 and 11. <br />Tabulated allowable bond loads must be adjusted for increased base material temperatures in accordance with Figure 1, as applicable. <br />