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Home My WebLink About1500 SERIES PERFORMANCE - 23-00170 - Rexburg 10th Ward LDS MeetinghouseWWW.RAMSET.COM PART NUMBER SERIES SHANK DIA (INCH) MINIMUM PENETRATION (INCH) INSTALLED IN SOLID CONCRETE CONCRETE COMPRESSIVE STRENGTH ALLOWABLE LOAD - Ultimate Load 2,000 PSI 4,000 PSI 6,000 PSI TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) 1500 SERIES 0 .145 3/4 50 655 66 739 100 511 104 552 — — — — 1 152 943 166 1229 157 937 182 1342 — — — — 1-1/4 159 1078 265 1665 179 1043 267 1538 — — — — 1-1/2 154 1450 340 2027 209 1357 342 1712 — — — — PIN SPECIFICATIONS APPROVALS/LISTINGS Ramset fasteners may be specified by their type or catalog number to satisfy fastening requirements. •Made from AISI 1060-1065 steel . Austempered to a core hardness of 52-56 Rc •Typical tensile strength: 270,000 psi •Typical shear strength: 162,000 psi •STANDARD FINISHES Proprietary black Mechanical zinc plate to a minimum thickness of .0002 meets requirements of ASTM B695—Class 5 Type 1 Ramguard •ICC Evaluation Service, Inc. #ESR-2690 Sill Plate #ESR-1799 Powder Pins & Clips •City of Los Angeles #RR-22668 Powder pins FASTENERS IN NORMAL WEIGHT CONCRETE 1500 SERIES PERFORMANCE/SUBMITTAL FA S T E N E R S I N N O R M A L / L I G H T W E I G H T C O N C R E T E / S T E E L PART NUMBER SERIES SHANK DIA (INCH) MINIMUM PENETRATION (INCH) ALLOWABLE WORKING VALUES INSTALLED IN 3,000 PSI LIGHTWEIGHT CONCRETE ALLOWABLE LOAD - Ultimate Load 3,000 PSI LIGHTWEIGHT W/DECKING 3,000 PSI LIGHTWEIGHT LOWER FLUTE TENSION LOWER FLUTE SHEAR TENSION SHEAR 1500 SERIES 0 .145 3/4 76 395 260 1409 167 837 179 894 1 134 668 265 1505 200 998 228 1141 1-1/4 157 784 269 1344 333 1664 400 2090 1-1/2 233 1163 346 1728 391 1957 410 2050 Note 1: ALLOWABLE loads are shown in the LARGE BOLD font, Ultimate loads are shown in smaller italic font . Note 2: Testing conducted in accordance with ICC AC70 & ASTM E1190 . Note 3: Safety factors are based on coefficient of variation . In accordance with ICC AC70, the safety factor will be no less than 5 . Note 4: Values shown in concrete are for the fastener only . Connected members must be investigated separately . Note 5: Cyclic, fatigue, shock loads, and other design criteria may require a different safety factor . Note 6: Job site testing may be required to determine actual job site values . Note 7: Minimum edge distance is 3 inches unless otherwise approved . Note 8: For SI: 1 lbf = 4 .448 N, 1 inch = 25 .4 mm, 1 ksi = 6 .89MPa FASTENERS IN LIGHT WEIGHT CONCRETE PART NUMBER SERIES SHANK DIA (INCH) TYPE OF SHANK INSTALLED IN A36 STRUCTURAL STEEL-STEEL THICKNESS (INCHES) ALLOWABLE LOAD - Ultimate Load 3/16 1/4 3/8 1/2 ≥ 3/4 TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) 1500 0 .145 SMOOTH 81 790 373 2039 181 1269 273 1642 397 2169 489 2771 243 1328 8 277 1514 8 — — — — KNURLED 296 1633 636 3516 584 3384 659 3822 680 3755 730 4030 253 1459 8 293 1632 8 — — — — PART NUMBER SERIES SHANK DIA (INCH) TYPE OF SHANK INSTALLED IN A572 GRADE 50 STRUCTURAL STEEL-STEEL THICKNESS (INCHES) ALLOWABLE LOAD - Ultimate Load 3/16 1/4 3/8 1/2 ≥ 3/4 TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) TENSION (LBS) SHEAR (LBS) 1500 0 .145 SMOOTH — — — — — — — — — — — — — — — — — — — — KNURLED 260 1609 499 3182 579 3411 725 4272 383 2216 7 595 3431 7 — — — — — — — — Note 1: ALLOWABLE loads are shown in the LARGE BOLD font, Ultimate loads are shown in smaller italic font . Note 2: Testing conducted in accordance with ICC AC70 & ASTM E1190 . Note 3: Safety factors are based on coefficient of variation . In accordance with ICC AC70, the safety factor will be no less than 5 . Note 4: Cyclic, fatigue, shock loads, and other design criteria may require a different safety factor . Note 5: Job site testing may be required to determine actual job site values . Note 6: Values shown are for fastenings that have the entire pointed end of the fastener driven through the steel plate; except as noted below . Note 7: Fastener penetration is 3/8" minimum . Note 8: Fastener penetration is 7/16" minimum . Note 9: Fastener penetration is 1/2" minimum Note 10: For SI: 1 lbf = 4 .448 N, 1 inch = 25 .4 mm, 1 ksi = 6 .89MPa . FASTENERS IN STEEL AMERICAN WOOD COUNCIL NA I L S 109NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION DO W E L - T Y P E F A S T E N E R S 12 Table 12N COMMON, BOX, or SINKER STEEL WIRE NAILS: Reference Lateral Design Values, Z, for Single Shear (two member) Connections1,2,3 for sawn lumber or SCL with both members of identical specific gravity (tabulated lateral design values are calculated based on an assumed length of nail penetration, p, into the main member equal to 10D) Si d e M e m b e r Th i c k n e s s Na i l D i a m e t e r Co m m o n W i r e N a i l Bo x N a i l Si n k e r N a i l G= 0 . 6 7 Re d O a k G= 0 . 5 5 Mi x e d M a p l e So u t h e r n P i n e G= 0 . 5 Do u g l a s F i r - L a r c h G= 0 . 4 9 Do u g l a s F i r - L a r c h (N ) G= 0 . 4 6 Do u g l a s F i r ( S ) He m - F i r ( N ) G= 0 . 4 3 He m - F i r G= 0 . 4 2 Sp r u c e - P i n e - F i r G= 0 . 3 7 Re d w o o d (o p e n g r a i n ) G= 0 . 3 6 Ea s t e r n S o f t w o o d s Sp r u c e - P i n e - F i r ( S ) We s t e r n C e d a r s We s t e r n W o o d s G= 0 . 3 5 No r t h e r n S p e c i e s ts D in. in.lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. lbs. 3/4 0.099 6d 7d 73 61 55 54 51 48 47 39 38 36 0.113 6d 8d 8d 94 79 72 71 65 58 57 47 46 44 0.120 10d 107 89 80 77 71 64 62 52 50 48 0.128 10d 121 101 87 84 78 70 68 57 56 54 0.131 8d 127 104 90 87 80 73 70 60 58 56 0.135 16d 12d 135 108 94 91 84 76 74 63 61 58 0.148 10d 20d 16d 154 121 105 102 94 85 83 70 69 66 0.162 16d 40d 183 138 121 117 108 99 96 82 80 77 0.177 20d 200 153 134 130 121 111 107 92 90 87 0.192 20d 30d 206 157 138 134 125 114 111 96 93 90 0.207 30d 40d 216 166 147 143 133 122 119 103 101 97 0.225 40d 229 178 158 154 144 132 129 112 110 106 0.244 50d 60d 234 182 162 158 147 136 132 115 113 109 1 0.099 6d 7d 73 61 55 54 51 48 47 42 41 40 0.113 6d 4 8d 8d 94 79 72 71 67 63 61 55 54 51 0.120 10d 107 89 81 80 76 71 69 60 59 56 0.128 10d 121 101 93 91 86 80 79 66 64 61 0.131 8d 127 106 97 95 90 84 82 68 66 63 0.135 16d 12d 135 113 103 101 96 89 86 71 69 66 0.148 10d 20d 16d 154 128 118 115 109 99 96 80 77 74 0.162 16d 40d 184 154 141 137 125 113 109 91 89 85 0.177 20d 213 178 155 150 138 125 121 102 99 95 0.192 20d 30d 222 183 159 154 142 128 124 105 102 98 0.207 30d 40d 243 192 167 162 149 135 131 111 109 104 0.225 40d 268 202 177 171 159 144 140 120 117 112 0.244 50d 60d 274 207 181 175 162 148 143 123 120 115 1-1/4 0.099 6d 4 7d 4 73 61 55 54 51 48 47 42 41 40 0.113 6d 4 8d 8d 4 94 79 72 71 67 63 61 55 54 52 0.120 10d 107 89 81 80 76 71 69 62 60 59 0.128 10d 121 101 93 91 86 80 79 70 69 67 0.131 8d 4 127 106 97 95 90 84 82 73 72 70 0.135 16d 12d 135 113 103 101 96 89 88 78 76 74 0.148 10d 20d 16d 154 128 118 115 109 102 100 89 87 84 0.162 16d 40d 184 154 141 138 131 122 120 103 100 95 0.177 20d 213 178 163 159 151 141 136 113 110 105 0.192 20d 30d 222 185 170 166 157 145 140 116 113 108 0.207 30d 40d 243 203 186 182 169 152 147 123 119 114 0.225 40d 268 224 200 193 177 160 155 130 127 121 0.244 50d 60d 276 230 204 197 181 163 158 133 129 124 1-1/2 0.099 7d 4 73 61 55 54 51 48 47 42 41 40 0.113 8d 4 8d 4 94 79 72 71 67 63 61 55 54 52 0.120 10d 107 89 81 80 76 71 69 62 60 59 0.128 10d 121 101 93 91 86 80 79 70 69 67 0.131 8d 4 127 106 97 95 90 84 82 73 72 70 0.135 16d 12d 135 113 103 101 96 89 88 78 76 74 0.148 10d 20d 16d 154 128 118 115 109 102 100 89 87 84 0.162 16d 40d 184 154 141 138 131 122 120 106 104 101 0.177 20d 213 178 163 159 151 141 138 123 121 117 0.192 20d 30d 222 185 170 166 157 147 144 128 126 120 0.207 30d 40d 243 203 186 182 172 161 158 135 131 125 0.225 40d 268 224 205 201 190 178 172 143 138 132 0.244 50d 60d 276 230 211 206 196 181 175 146 141 135 1-3/4 0.113 8d 4 94 79 72 71 67 63 61 55 54 52 0.120 10d4 107 89 81 80 76 71 69 62 60 59 0.128 10d 4 121 101 93 91 86 80 79 70 69 67 0.135 16d 12d 135 113 103 101 96 89 88 78 76 74 0.148 10d 4 20d 16d 154 128 118 115 109 102 100 89 87 84 0.162 16d 40d 184 154 141 138 131 122 120 106 104 101 0.177 20d 213 178 163 159 151 141 138 123 121 117 0.192 20d 30d 222 185 170 166 157 147 144 128 126 122 0.207 30d 40d 243 203 186 182 172 161 158 140 137 133 0.225 40d 268 224 205 201 190 178 174 155 151 144 0.244 50d 60d 276 230 211 206 196 183 179 159 154 147 Pennyweight 1. Tabulated lateral design values, Z, shall be multiplied by all applicable adjustment factors (see Table 11.3.1). 2. Tabulated lateral design values, Z, are for common, box, or sinker steel wire nails (see Appendix Table L4) inserted in side grain with nail axis perpendicular to wood fibers; nail penetration, p, into the main member equal to 10D; and nail bending yield strengths, Fyb, of 100,000 psi for 0.099" ≤ D ≤ 0.142", 90,000 psi for 0.142" < D ≤ 0.177", 80,000 psi for 0.177" < D ≤ 0.236", and 70,000 psi for 0.236" < D ≤ 0.273". 3. Where the nail or spike penetration, p, is less than 10D but not less than 6D, tabulated lateral design values, Z, shall be multiplied by p/10D or lateral design values shall be calculated using the provisions of 12.3 for the reduced penetration. 4. Nail length is insufficient to provide 10D penetration. Tabulated lateral design values, Z, shall be adjusted per footnote 3. Copyright © American Wood Council. 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