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ESR-1118 Page 5 of 10 <br />TABLE 1—WAVE PLATE TM, H and SS PLATES <br />ALLOWABLE LATERAL RESISTANCE VALUES (lb/in 2/PLATE)1 <br />ITW BCG <br />PLATE TPI AREA BASIS LUMBER2 <br />HYDRAULIC-PLATEN EMBEDMENT <br />VALUES3 <br />SINGLE-PASS ROLLER <br />EMBEDMENT VALUES 3 <br />AA EA AE EE AA EA AE EE <br />WAVE <br />GROSS AREA <br />(0" end & 0" <br />edge distances) <br />S. Pine 206 158 163 170 179 143 142 153 <br />Doug. Fir-Larch 206 156 145 153 179 141 126 138 <br />Hem-Fir 164 109 106 124 134 96.7 86.5 110 <br />SPF 159 109 106 118 130 96.7 86.5 105 <br />NET AREA <br />(1/2" end & 0" edge <br />distances) <br />S. Pine 275 195 163 170 239 177 142 153 <br />Doug. Fir-Larch 275 195 145 153 239 177 126 138 <br />Hem-Fir 208 134 106 124 170 119 86.5 110 <br />SPF 208 130 106 118 170 115 86.5 105 <br />H4 <br />NET AREA <br />(7/16" or 11/32" end & 0" <br />edge distances) <br />S. Pine 197 128 122 123 147 116 91 112 <br />Doug. Fir-Larch 197 128 120 115 147 116 89 104 <br />Hem-Fir 143 84.7 82.5 92.7 117 81.2 67.1 88.9 <br />SPF 141 84.1 81.6 92.7 114 80.7 66.4 88.9 <br />SS4 <br />NET AREA <br />(7/16" or 11/32" end & 0" <br />edge distances) <br />S. Pine 236 173 156 136 182 133 120 105 <br />Doug. Fir-Larch 236 173 156 136 182 133 120 105 <br />Hem-Fir 161 127 117 112 126 99 91 87 <br />SPF 161 127 117 112 126 99 91 87 <br />For SI: 1 psi = 6.9 kPa. <br />1Values given in Table 1 are allowable lateral resistances of the metal connector plate teeth, expressed in pounds per square inch of plate for a <br />single plate(double for plates on both faces when applying to area on only one face). To achieve values, plates must be installed on opposite <br />sides of joint. <br />2Values given in Table 1 are based on the following assigned specific gravities for the lumber species combinations listed:S. Pine G = 0.55, <br />Doug fir-larch G = 0.50, hem-fir G = 0.43, SPF G = 0.42. <br />3Plate orientation designations: <br />AA = Plate slots parallel to load, wood grain parallel to load. <br />EA = Plate slots perpendicular to load, wood grain parallel to load. <br />AE = Plate slots parallel to load, wood grain perpendicular to load. <br />EE = Plate slots perpendicular to load, wood grain perpendicular to load. <br />4ITW BCGH and SS plates: an end distance of 7/16 inch applies for the AA orientation, and an end distance of 11/32 inch applies for the EA <br />orientation. <br />TABLE 2—WAVE PLATE TM, H, SS AND TRULOX PLATES <br />EFFECTIVE TENSION AND SHEAR RESISTANCE ALLOWABLE DESIGN VALUES <br />PROPERTY & <br />FORCE <br />DIRECTION <br />WAVE PLATETM H PLATE SSPLATE TRULOX PLATE <br />Effic’y <br />Ratio <br />pli/pair of <br />Plates <br />Effic’y <br />Ratio <br />pli/pair of <br />Plates <br />Effic’y <br />Ratio <br />pli/pair of <br />Plates <br />Effic’y <br />Ratio <br />Pli/pair of <br />Plates <br />Tension @ 0º0.512 895 0.710 1784 0.735 2444 -- <br />Tension @ 30º----0.411 1367 -- <br />Tension @ 60º----0.289 961 -- <br />Tension @ 90º0.486 849 0.300 754 0.269 894 -- <br />Shear @ 0º0.563 656 0.435 656 0.568 1133 0.711 829 <br />Shear @ 30º0.739 861 0.720 1086 0.752 1500 0.632 737 <br />Shear @ 60º0.832 969 0.810 1223 0.941 1877 0.708 825 <br />Shear @ 90º0.487 567 0.517 780 0.642 1281 0.665 775 <br />Shear @ 120º0.454 529 0.330 498 0.515 1027 0.227 265 <br />Shear @ 150º0.477 556 0.412 622 0.418 834 0.147 171 <br />For SI: 1 lb/inch = 0.175 N/mm, 1 inch = 25.4 mm.