Product Technical Guides : CA-EN Steel Deck Fastening Systems | Page 31

6'' 36'' 1-1/2'' 6'' 152 mm 36'' 1-1/2'' 914 mm 38 mm Steel Deck Fastening Systems X-HSN 24 for Fastening Deck to Bar Joist 1.2 36/4 36/5 6'' 36'' 1-1/2'' 6'' 152 mm 36'' 914/5 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-HSN 24 fasteners with 36/5 or 36/4 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 36/7 4'-0" 5 S LRFD 737 6'' G' 13.2 36'' S LRFD 813 G' 13.4 S LRFD 883 G' 13.5 S LRFD 1006 G' 13.7 S LRFD 1259 36/9 G' 13.9 S LRFD 1259 6'' G' 14.1 36'' S LRFD 985 G' 20.4 S LRFD 1095 G' 20.7 S LRFD 1194 G' 20.9 S LRFD 1364 36/11 G' 21.3 S LRFD 1696 6'' G' 21.8 36'' S LRFD 1696 G' 22.2 S LRFD 1224 G' 36.7 S LRFD 1364 G' 37.6 S LRFD 1490 G' 38.3 S LRFD 1704 G' 39.4 S LRFD 2111 G' 41.0 S LRFD 2111 G' 42.3 S LRFD 1359 G' 57.6 S LRFD 1518 G' 59.6 S LRFD 1661 G' 61.2 S LRFD 1900 G' 63.6 S LRFD 2347 G' 67.5 S LRFD 2347 G' 70.6 4 599 9.7 669 9.8 732 9.8 835 9.9 1023 10.1 1023 10.2 805 15.0 904 15.2 991 15.4 1131 15.6 1370 16.0 1370 16.2 1001 27.6 1128 28.3 1238 28.8 1411 29.5 1699 30.6 1699 31.3 1114 44.2 1257 45.7 1380 46.9 1572 48.6 1884 51.2 1884 53.1 5'-0" 5 4 646 534 15.8 11.6 1-1/2'' 729 611 16.1 11.8 806 680 16.3 12.0 942 795 16.6 12.1 1223 1005 17.0 12.4 1223 1005 17.3 12.6 1-1/2'' 870 722 23.9 17.8 989 831 24.4 18.2 1098 928 24.9 18.5 1286 1083 25.5 18.9 1656 1350 26.4 19.5 1-1/2'' 1656 1350 27.1 19.9 1084 902 41.7 31.9 1238 1042 43.3 33.1 1377 1163 44.5 33.9 1614 1357 46.2 35.1 2067 1677 48.8 36.8 2067 1677 50.8 38.0 1207 1005 63.4 49.6 1382 1164 66.6 52.2 1538 1300 69.2 54.0 1804 1515 72.9 56.7 2301 1862 78.9 60.8 2301 1862 83.6 63.8 Span (ft- in.) 6'-0" 7'-0" 8'-0" Fasteners per sheet to support 36/5 5 4 5 4 5 4 582 487 534 452 491 422 6'' 152 mm 18.1 13.4 20.1 15.1 21.9 16.6 36'' 670 569 625 537 590 513 18.5 13.7 20.7 15.5 22.7 17.2 751 643 710 614 678 592 18.8 14.0 21.2 15.8 23.4 17.6 896 766 861 744 833 726 19.3 14.2 21.8 16.2 24.2 18.1 1197 991 1178 981 1162 973 36/7 19.9 14.6 22.7 16.8 25.3 18.8 1197 991 1178 981 1162 973 6'' 152 mm 20.3 14.9 23.3 17.1 26.1 19.3 36'' 788 662 727 618 679 583 26.9 20.3 29.4 22.5 31.6 24.5 914 779 857 739 813 708 27.8 21.0 30.7 23.4 33.3 25.7 1029 882 977 847 937 820 28.4 21.4 31.6 24.1 34.5 26.5 1230 1049 1187 1023 1154 1002 36/9 29.3 22.0 32.9 24.9 36.1 27.6 1628 1336 1606 1325 1588 1317 6'' 152 mm 30.7 22.8 34.7 26.0 38.5 29.1 36'' 1628 1336 1606 1325 1588 1317 31.6 23.4 36.0 26.8 40.1 30.0 985 830 911 777 853 735 45.7 35.5 48.7 38.4 51.1 40.9 1147 979 1079 932 1026 895 47.9 37.2 51.8 40.8 55.0 43.9 1295 1109 1233 1068 1185 1036 36/11 49.7 38.5 54.1 42.5 57.9 46.0 1548 1317 1498 1287 1459 1264 6'' 52.1 40.2 57.4 44.8 62.0 48.9 36'' 2034 1662 2010 1650 1991 1640 55.9 42.6 62.4 48.0 68.3 53.1 2034 1662 2010 1650 1991 1640 58.7 44.3 66.0 50.3 72.8 55.9 1099 928 1018 869 955 824 67.5 53.8 70.3 56.9 72.3 59.4 1283 1096 1209 1045 1152 1005 72.0 57.3 76.1 61.6 79.3 65.1 1450 1242 1383 1198 1331 1164 75.5 60.0 80.6 65.1 84.8 69.4 1733 1473 1680 1441 1638 1416 80.7 63.8 87.2 70.0 92.8 75.4 2267 1846 2242 1834 2222 1824 89.0 69.5 97.8 77.3 105.7 84.5 2267 1846 2242 1834 2222 1824 95.3 73.5 105.9 82.6 115.5 91.0 9'-0" 914/7 10'-0" 5 4 5 460 398 436 23.5 18.0 24.9 1-1/2'' 914 mm 563 493 540 24.6 18.8 26.3 652 574 631 25.4 19.3 27.2 811 712 793 26.4 20.0 28.5 1150 967 1140 914/9 27.8 20.8 30.3 1150 967 1140 28.8 21.4 31.4 1-1/2'' 914 mm 636 556 605 33.5 26.2 35.1 778 684 750 35.6 27.7 37.6 905 798 878 37.1 28.8 39.5 1127 986 1105 914/11 39.1 30.2 41.9 1574 1310 1563 42.1 32.0 45.4 714 mm 1-1/2'' 1574 1310 1563 44.0 33.2 47.8 808 702 768 53.0 42.9 54.5 984 866 950 57.7 46.6 60.0 1146 1010 1115 61.2 49.2 64.1 1427 1245 1402 66.2 52.8 69.9 1-1/2'' 1975 1633 1962 73.7 57.8 78.7 1975 1633 1962 79.1 61.2 85.0 906 788 865 73.6 61.3 74.6 1106 974 1069 81.8 68.0 83.8 1290 1136 1256 88.2 73.1 91.1 1605 1396 1578 97.6 80.3 101.8 2206 1817 2193 112.7 91.1 119.0 2206 1817 2193 124.3 98.8 132.3 4 381 19.2 38 mm 477 20.2 560 20.9 701 21.7 962 22.8 962 23.4 38 mm 532 27.8 663 29.6 780 30.9 972 32.6 1304 34.8 38 mm 1304 36.2 675 44.7 842 49.0 989 52.1 1229 56.3 1627 62.3 1627 66.3 759 62.8 948 70.5 1114 76.3 1380 84.6 1810 97.1 1810 106.1 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/16" ≤ t f ≤ 3/8". For attachment to base steel with range 1/8" ≤ t f < 3/16", diaphragm shear values should be calculated in accordance with Section 1.1.8. 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. 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 29