Product Technical Guides : CA-EN Steel Deck Fastening Systems

Steel Deck Fastening Systems 1.3 X-ENP-19 for Fastening Deck to Structural Steel 36/7 36/9 6'' 1-1/2'' 36'' 6'' 152 mm 36'' 914/9 1-1/2'' 914 mm 38 mm Load Resistance Factor Design (LRFD) – Factored resistance diaphragm shears, S LRFD , (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (F y ≥ 33 ksi; F u ≥ 45 ksi) installed with Hilti X-ENP-19 L15 fasteners with 36/9 or 36/7 end and interior support fastener patterns 1,2,3,4,5 Gauge Sidelap spacing Hilti SLC 6,7,8 36" O.C. 24" O.C. 18" O.C. 22 12" O.C. 6" O.C. 3" O.C. 36" O.C. 24" O.C. 18" O.C. 20 12" O.C. 6" O.C. 3" O.C. 36" O.C. 24" O.C. 18" O.C. 18 12" O.C. 6" O.C. 3" O.C. 36" O.C. 24" O.C. 18" O.C. 16 12" O.C. 6" O.C. 3" O.C. Factor 36/11 4'-0" 9 S LRFD 1322 6'' G' 55.7 36'' 1415 S LRFD G' 56.2 S LRFD 1504 G' 56.8 S LRFD 1669 G' 57.5 S LRFD 2076 G' 59.2 S LRFD 2577 G' 61.0 S LRFD 1705 G' 78.5 S LRFD 1836 G' 79.5 S LRFD 1961 G' 80.0 S LRFD 2190 G' 81.8 S LRFD 2737 G' 84.8 S LRFD 3369 G' 88.5 S LRFD 2060 G' 123.5 S LRFD 2222 G' 126.6 S LRFD 2375 G' 128.2 S LRFD 2658 G' 131.6 S LRFD 3325 G' 138.9 S LRFD 4082 G' 147.1 S LRFD 2098 G' 172.4 S LRFD 2270 G' 175.4 S LRFD 2433 G' 178.6 S LRFD 2731 G' 185.2 S LRFD 3422 G' 196.1 S LRFD 4177 G' 212.8 7 922 52.8 1024 53.7 1122 54.3 1303 55.7 1739 58.1 2238 60.2 1202 73.3 1346 74.9 1483 76.3 1734 78.5 2315 83.0 2932 87.0 1456 113.6 1634 116.3 1803 119.0 2111 123.5 2818 133.3 3554 144.9 1492 153.8 1681 158.7 1860 163.9 2185 172.4 2913 188.7 3638 208.3 5'-0" 9 7 1131 796 61.5 57.5 1-1/2'' 1232 904 62.5 59.0 1328 1006 63.3 60.2 1509 1199 64.6 62.3 1959 1666 67.1 66.1 2517 2204 69.9 69.4 1466 1044 84.6 77.7 1608 1196 86.2 80.2 1743 1340 87.7 82.6 1995 1607 89.9 85.9 2601 2231 94.7 92.5 3305 2897 100.0 99.0 1774 1267 128.4 115.0 1949 1454 131.6 120.6 2116 1632 135.1 123.5 2426 1960 139.3 131.0 3165 2719 149.5 144.7 4009 3514 161.3 158.7 1811 1302 172.4 151.5 1998 1502 178.6 158.7 2176 1691 181.8 166.7 2503 2037 192.3 175.4 3269 2820 208.3 200.0 4110 3603 227.3 222.2 Span (ft- in.) 6'-0" 7'-0" 8'-0" Fasteners per sheet to support 36/9 9 7 9 7 9 7 977 699 863 630 778 578 152 mm 65.6 60.5 68.3 62.4 6'' 69.9 63.7 36'' 1101 820 987 754 902 702 67.0 62.7 70.2 65.3 72.5 67.1 1203 926 1110 867 1025 822 68.0 64.5 71.9 67.6 74.6 69.9 1394 1126 1308 1071 1241 1030 70.2 67.4 74.5 71.4 78.1 74.6 1874 1614 1809 1575 1759 1545 36/11 74.1 72.6 80.0 78.1 84.7 82.6 2473 2181 2440 2163 1900 1900 78.1 77.5 84.7 84.0 6'' 90.1 89.3 36'' 1286 930 1142 842 1034 776 88.2 80.0 90.1 81.0 91.0 81.2 1445 1091 1319 1014 1211 953 90.5 83.5 93.2 85.4 94.8 86.6 1588 1240 1472 1167 1382 1111 92.6 86.2 96.2 89.3 98.0 90.9 1855 1517 1749 1451 1667 1401 95.8 91.2 100.2 95.1 103.5 98.1 2502 2171 2427 2126 2368 2092 102.5 100.0 108.7 106.1 113.8 111.0 3259 2873 3224 2854 2475 2475 108.7 107.5 117.6 116.3 123.5 122.0 1570 1136 1399 1032 1268 953 129.6 114.7 129.1 113.2 127.5 111.2 1754 1329 1609 1237 1488 1167 133.9 120.9 134.5 120.8 134.1 120.0 1930 1513 1792 1426 1684 1359 137.0 126.6 138.9 128.2 140.8 128.2 2258 1854 2133 1775 2035 1715 144.3 135.2 147.4 138.0 149.4 139.8 3048 2649 2960 2597 2891 2557 157.7 152.6 163.9 158.7 168.7 163.4 3955 3486 3915 3465 3550 3448 172.4 169.5 181.8 178.6 188.7 185.2 1607 1171 1448 1074 1317 994 170.3 147.8 166.5 143.5 162.2 139.1 1804 1377 1659 1286 1547 1216 177.0 157.2 174.7 154.4 171.7 151.4 1991 1573 1853 1486 1747 1419 181.8 166.7 181.8 163.9 178.6 161.3 2338 1932 2214 1855 2118 1796 193.4 179.1 194.4 179.9 194.4 180.1 3158 2753 3073 2704 3007 2666 215.3 206.9 220.4 212.0 224.1 215.8 4062 3577 4025 3559 3996 3544 238.1 232.6 250.0 243.9 256.4 250.0 9'-0" 914/11 10'-0" 9 7 9 717 540 670 71.4 64.1 71.9 1-1/2'' 714 mm 841 664 794 74.1 68.5 75.2 965 786 918 76.9 71.9 78.1 1188 997 1145 80.6 77.5 83.3 1501 1501 1216 88.5 87.0 91.7 1501 1501 1216 95.2 94.3 100.0 1-1/2'' 949 725 889 90.9 81.3 90.9 1126 902 1066 96.2 87.0 96.2 1303 1067 1243 100.0 92.6 101.0 1602 1360 1548 106.4 100.0 107.5 1956 1956 1584 117.6 114.9 122.0 1956 1956 1584 129.9 128.2 135.1 1167 891 1086 125.5 109.1 123.5 1387 1111 1306 133.0 118.9 131.6 1599 1306 1525 138.9 126.6 138.9 1957 1667 1893 150.6 141.0 151.5 2805 2525 2272 172.4 167.2 175.4 2805 2805 2272 196.1 192.3 200.0 1215 932 1133 157.8 135.0 153.5 1451 1161 1369 168.4 148.5 165.2 1662 1367 1593 178.6 161.3 175.4 2041 1749 1978 193.9 179.8 193.0 2954 2635 2840 226.8 218.8 228.9 3506 3506 2840 263.2 256.4 263.2 7 511 64.5 38 mm 635 69.4 757 73.5 970 79.4 1216 90.1 1216 99.0 688 80.6 865 87.7 1031 93.5 1328 102.0 1584 119.0 1584 133.3 842 106.4 1061 117.6 1263 126.6 1628 140.8 2272 169.5 2272 196.1 883 131.1 1116 145.7 1324 158.7 1711 179.4 2611 221.1 2840 263.2 1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t f ≥ 1/4". 2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor (Φ) of 0.70 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.70 and multiply by a phi factor (Φ) of 0.65. Panel buckling has been checked. 3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60. 38 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I PTG Decking Supplement 2014

Product Technical Guides : CA-EN Steel Deck Fastening Systems | Page 40