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ESR-2762 | Most Widely Accepted and Trusted Page 4 of 8 <br /> <br />TABLE 1—ALLOWABLE WIDE FACE LATERAL RESISTANCE DESIGN VALUES OF METAL CONNECTOR PLATES1, 2, 3 (lb/in.²/PLATE) <br />PLATE LUMBER SPECIES SG4 AA EA AE EE <br />AS 20 & <br />AS 18 <br />AS 20HS <br />AS 18S6 <br />AS 18S5 <br />For SI: 1lb/in.² = 6.9 kPa. <br />1Tooth holding units = psi for a single plate (double for plates on both faces when applying to area on only one face). To achieve values, plates <br />of equal size must be installed on opposite sides of the joint with the teeth oriented in the same direction. <br />2AA = Plate parallel to load, wood grain parallel to load. <br /> EA = Plate perpendicular to load, wood grain parallel to load. <br /> AE = Plate parallel to load, wood grain perpendicular to load. <br /> EE = Plate perpendicular to load, wood grain perpendicular to load. <br />³All truss plates are pressed into the wood for the full depth of their teeth by hydraulic-platen embedment presses, multiple roller presses that <br />use partial embedment followed by full-embedment rollers, or combinations of partial embedment roller presses and hydraulic-platen presses <br />that feed trusses into a stationary finish roller press. <br />4Specific gravity. <br /> <br /> <br />TABLE 2—ALLOWABLE TENSION AND SHEAR DESIGN VALUES OF METAL CONNECTOR PLATES¹ <br />PROPERTY <br />FORCE <br />DIRECTION Efficiency <br />inch/Pair <br />of Efficiency <br />inch/Pair <br />of Efficiency <br />inch/Pair <br />of Efficiency <br />inch/Pair <br />of <br />Connector <br />Efficiency <br />inch/Pair <br />of <br />Connector <br />Tension Values in Accordance with Section 5.4.4.2 of TPI 1 (Minimum Net Section over the Joint) <br />Tension @ 0º 0.51 901 0.60 1484 0.50 1728 0.61 2108 0.65 2246 <br />Tension @ 90º 0.51 901 0.42 1026 0.50 1728 0.50 1728 0.50 1728 <br />Shear Values <br />Shear at 0º 0.57 671 0.44 654 0.58 1336 0.58 1336 0.58 1336 <br />Shear at 30º 0.72 848 0.64 949 0.66 1521 0.66 1521 0.66 1521 <br />Shear at 60º 0.82 966 0.72 1064 0.75 1728 0.75 1728 0.75 1728 <br />Shear at 90º 0.46 542 0.37 546 0.50 1152 0.50 1152 0.50 1152 <br />Shear at 120º 0.50 589 0.38 559 0.46 1060 0.46 1060 0.46 1060 <br />Shear at 150º 0.57 671 0.31 455 0.52 1198 0.52 1198 0.52 1198 <br />For SI: 1 lbf/inch = 0.175 n/mm, 1 inch = 25.4 mm. <br />¹Minimum coated thickness for 20 gage is 0.0356 inch (0.904 mm) and for 18 gage is 0.0466 inch (1.184 mm). Minimum coating thickness for <br />G60 is 0.0010 inch (0.025 mm), total, for both sides in accordance with Section 6.3.4.1.3 of ANSI/TPI 1 2007 and 2014. <br /> <br /> <br />HOLD - 122 N <br />Bewley St9/24/2024