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Technical Data RSS™ - Shear

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Self-tapping
W-Cut™ thread design, ZipTip™
Climatek™ coated
May be used for Lag screw replacement

TABLE 3 – RSS™ ULTIMATE LATERAL VALUES(Z) FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS [For Sawn Lumber or SCL with both Members of Identical Specific Gravity]
Fastener Designation		Side Member Thickness t_s (inches):	Fastener Penetration p (inches):	Ultimate Lateral Value, Z (pounds) For Specific Gravities Of:
				0.55
				Parallel To Grain, Z‖	Perpendicular to Grain, Z⊥
RSS™	1/4 x 2"1/2	3/4	1 5/8	876	875
	1/4 x 2"3/4	3/4	2
	1/4 x 3"1/8	3/4	2 3/8
	1/4 x 3"1/2	3/4	2 3/4
	5/16 x 2"1/2	3/4	1 5/8	1068	916
	5/16 x 2"3/4	3/4	2	1088	890
	5/16 x 3"1/8	3/4	2 3/8
	5/16 x 3"1/2	3/4	2 3/4
	5/16 x 4"	1 1/2	2 3/8	1667	1417
	5/16 x 5"1/8	1 1/2	3 1/2	1857	1286
	5/16 x 6"	2	3 7/8	2360	1446
	3/8 x 3"1/8	3/4	2 3/8	1253	1098
	3/8 x 4"	1 1/2	2 3/8	1443	1454
	3/8 x 5"1/8	1 1/2	3 5/8	1369	1321
	3/8 x 6"	2	3 7/8	1625	1440
	3/8 x 7"1/4	2 3/4	4 1/4	2964	1518
	3/8 x 8"	3 1/2	4 3/8
	3/8 x 10"	3 1/2	6 1/4
	3/8 x 12"	3 1/2	8 3/8
	3/8 x 14"1/8	3 1/2	10 5/8
	3/8 x 16"	3 1/2	12 1/8
RSS™ LPS	1/4 x 6"	3	2 7/8	1789	1093
	1/4 x 8"	5	2 7/8
	1/4 x 9"	6	3
	1/4 x 10"	7	2 7/8
	1/4 x 11"	8	2 7/8
	1/4 x 12"	9	2 3/4
	1/4 x 14"	11	2 7/8
RSS™ LTF	3/8 x 8"	4	3 7/8	2779	2008
	3/8 x 10"	6	3 7/8
	3/8 x 12"	8	3 3/4
	3/8 x 15"	11	3 3/4
	3/8 x 18"	14	4
	3/8 x 20"	16	3 5/8
PHEINOX RSS™	1/4 x 2"1/2	3/4	1 5/8	1077	925
	1/4 x 3"1/8	3/4	2 3/8	1077	925
	5/16 x 2"1/2	3/4	1 5/8	906	873
	5/16 x 3"1/8	3/4	2 3/8	906	873
	5/16 x 4"	1 1/2	2 3/8	1884	1361
	5/16 x 5"1/8	1 1/2	3 5/8	1884	1361
	5/16 x 6"	2	3 7/8	2246	1791
JTS	1/4 x 3"3/8	1 3/4	1 5/8	830	983
	1/4 x 5"	1 3/4	3 1/4	1203	1184
	1/4 x 6"3/4	1 3/4	5	1203	1184
for S1: 1 inch = 25.4 mm ¹ Lateral load testing was performed in accordance with ASTM D 1761. These figures are only offered as a guide and are not reduced by any safety factor. For safety factor requirements in your area, contact your local building official, architect or engineer.

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Technical Data RSS™ - Shear

TABLE 3 – RSS™ ULTIMATE LATERAL VALUES(Z) FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS [For Sawn Lumber or SCL with both Members of Identical Specific Gravity]

TABLE 3 – RSS™ ULTIMATE LATERAL VALUES(Z)
FOR SINGLE SHEAR (TWO-MEMBER) CONNECTIONS
[For Sawn Lumber or SCL with both Members of Identical Specific Gravity]