Deck Fasteners for Attachment to Bar Joist 3.5.2 3.5.2.1 Product Description The Hilti bar joist deck fastening system consists of powder-actuated tools that are primarily used with the following fasteners: the X-EDN19 THQ12 and the X-EDNK THQ12, which are available in a collated version. For many bar joist decking projects, the tool of choice will be the DX 860-HSN tool. This self-contained stand up decking tool is powered by 0.27 caliber short cartridges, which are loaded into the tool in strips of 40. The cartridges drive the X-EDN19 THQ12M or X-EDNK THQ12M fasteners into almost any type of steel deck profile 3.5.2.2 Material Specifications Fastener Designation Fastener Material and base steel thicknesses of 1/8" to 3/8". These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 860-HSN tool, along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour. Additionally, this tool offers punch through resistance in cases where the base material is inadvertently missed. Other tools include the hand held DX 460-SM, a semi-automatic magazine tool for use on smaller jobs or in tandem with the DX 860-HSN. Fastener Plating Nominal Fastener Hardness X-EDN19 THQ12 Carbon Steel 5 µm Zinc 1 55 HRC X-EDNK THQ12 Carbon Steel 5 µm Zinc 1 55 HRC 1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 for more information. 3.5.2.3 Technical Data 1, 2, 3,4 Allowable Pullout Loads for Attachments to Steel Base Material Fastener Base Material Thickness (in.) 1/8 3/16 1/4 3/8 X-EDN19 THQ12 340 (1.52) 440 (1.97) 540 (2.42) X-EDNK THQ12 435 (1.95) 5 (2.33) 5 (2.33) 1 These values represent testing performed in ASTM A36 plate steel. 2 Based upon 1/2" point penetration. 3 The values must be compared with allowable tensile pullover values. 4 Allowable values based on safety factor of 5.0. 3.5.2.1 Product Description 3.5.2.2 Material Specifications 3.5.2.3 Technical Data 3.5.2.4 Ordering Information X-EDN19 THQ12M X-EDNK THQ12M Approvals/Listings ICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-1735P, ESR-1414 COLA (City of Los Angeles) RR 25877, RR 25296 FM (y Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Listed for higher wind uplift ratings with FM Approved Lightweight Insulating Concrete Roof Deck Assemblies. Refer to FM RoofNav for specific assembly listings. UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification) ABS (American Bureau of Shipping) Allowable Pullover and Bearing Loads for Attaching Steel Deck 3,4,5 Fastener Steel Deck (in.) 16 (0.0598) (0.0474) (0.0358) (0.0295) 24 (0.0239) 26 (0.0179) X-EDN19 THQ12 1 725 975 575 785 435 600 355 500 325 410 235 310 X-EDNK THQ12 2 (3.19) (4.29) (2.53) (3.45) (1.91) (2.64) (1.56) (2.) (1.43) (1.80) (1.03) (1.36) 1 For base steel thickness 3/16" (5 mm) to 3/8" (10 mm). 2 For base steel thickness 1/8" (3 mm) to 1/4" (6 mm). 3 Allowable values are based on a safety factor of 3.0. 4 For alternate pullover capacities and factors of safety for uplift, refer to SDI Diaphragm Design Manual. 5 Loads based on ASTM A1008, or minimum ASTM A653 SQ33 steel deck. 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 Direct Fastening Technical Guide 13 117
914 mm 3.5.2 Deck Fasteners for Attachment to Bar Joist 36/9 914/9 914 mm Allowable Stress Design (ASD)- Allowable Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/9 or End and Interior Support Fastener Patterns 1,2,3,4 3 3 3 Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To 36/9 Support 9 7 9 7 9 7 9 7 9 7 9 7 9 7 S ASD 715 499 612 431 529 378 467 341 421 313 388 292 363 277 G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 714 56.5 mm 62.9 56.5 765 554 666 489 596 444 534 408 488 380 455 360 430 344 G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.0 67.1 62.1 68.0 62.9 813 607 719 545 651 501 601 469 555 445 5 426 497 410 G' 53.8 51.5 59.5 56.5 63.7 60.2 66.7 62.9 69.0 64.9 70.9 66.7 71.9 68.0 903 706 817 649 755 610 708 580 672 558 643 540 6 526 G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 74.1 70.9 76.3 73.5 78.7 75.8 1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760 G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.6 81.3 86.2 84.7 90.1 88.5 948 668 815 581 715 517 635 468 575 432 528 403 495 383 G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.7 69.9 78.1 69.4 1021 749 894 665 804 607 734 564 673 530 627 502 593 481 G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 84.7 78.1 85.5 78.1 1090 825 970 745 883 690 819 649 769 6 725 594 692 574 G' 75.2 70.9 81.3 76.3 84.7 79.4 87.7 82.0 89.3 83.3 90.9 84.7 91.7 85.5 12 964 1110 894 1032 844 973 808 927 779 891 757 861 739 G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.0 95.2 101.0 97.1 15 1288 1447 1241 1392 18 1350 13 1317 1164 12 1149 990 990 G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.9 112.4 117.6 116.3 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485 G' 109.9 99.0 111.5 98.7 110.9 97.4 109.3 95.7 107.3 93.8 105.2 91.7 103.1 90.1 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614 G' 113.6 104.2 116.8 105.9 117.7 106.3 117.5 106.0 116.6 105.3 115.5 104.4 114.9 103.1 1355 1033 1210 937 1106 870 1028 821 968 784 9 754 881 730 G' 117.6 108.7 1.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9 1519 1211 1390 1127 1296 1068 16 1024 1171 991 1128 964 1092 942 G' 1.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3 1519 1211 1390 1145 1296 1106 1243 1077 15 1054 1175 1037 1150 10 G' 133.3 129.9 143.6 139.9 151.5 147.6 157.5 153.6 162.2 158.4 166.0 162.4 169.5 166.7 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor (Ω) of 2.50. Panel buckling has been checked. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole 1 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 Direct Fastening Technical Guide 13
914 mm Deck Fasteners for Attachment to Bar Joist 3.5.2 36/5 36/4 914/5 914 mm Allowable Stress Design (ASD)- Allowable Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns 1,2,3,4 3 3 3 Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To Support 36/5 914/7 5 4 5 4 5 4 5 4 5 4 5 4 5 4 S ASD 448 365 393 325 354 296 325 275 299 257 280 242 265 232 G' 13.2 9.7 15.8 11.6.1 13.4.1 15.1 21.9 16.6 23.5 914.0 mm 24.9 19.3 495 407 444 372 408 346 380 327 359 312 343 300 329 290 G' 13.4 9.8 16.1 11.8.5 13.7.7 15.5.7 17.2 24.6.8 26.2.2 537 445 491 414 457 391 432 374 412 360 397 350 384 341 G' 13.5 9.8 16.3 12.0.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2.9 612 508 573 484 545 466 524 453 507 442 494 434 483 427 G' 36/9 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2.1 26.4 914/9.0 28.5 21.7 766 623 744 611 729 603 717 597 707 592 700 588 694 585 G' 13.9 10.1 17.0 12.4 19.9 14.6.7 16.8 25.3.8 27.9.8 30.3.8 600 490 530 439 479 403 442 376 413 355 387 914 3 368 324 G'.4 15.0 23.9 17.8 26.9.3 29.4.5 31.6 24.5 33.4 26.2 35.1 27.8 666 550 602 506 556 474 5 450 495 431 474 416 456 404 G'.7 15.2 24.4.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6 727 603 668 564 626 536 595 515 570 499 551 485 535 475 G'.9 15.4 24.9.5 28.4 21.4 31.6 24.0 34.5 26.5 37.0 28.8 39.5 30.9 830 688 783 659 748 638 7 6 702 36/9 610 686 600 673 592 G' 21.3 15.6 25.5.9 29.3.0 32.9 24.9 36.1 27.6 39.1 30.1 41.8 32.6 830 688 783 659 748 638 7 6 702 610 686 600 673 592 G' 21.8 16.0 26.4 19.5 30.7.8 34.7 26.0 38.5 29.1 42.0 714 31.9 mm 45.5 34.8 745 609 660 549 599 505 554 473 519 447 492 427 467 411 G' 36.8 27.6 41.7 31.9 45.7 35.5 48.8 38.4 51.0 40.9 52.9 42.9 54.6 44.6 830 687 753 634 698 596 657 567 624 545 599 527 578 512 G' 37.6 28.2 43.3 33.1 47.8 37.2 51.8 40.8 54.9 43.9 57.8 46.6 59.9 49.0 907 753 838 708 788 675 750 650 721 631 698 615 678 602 G' 38.3 28.8 44.4 33.9 49.8 38.5 54.1 42.4 57.8 46.1 61.3 49.3 64.1 52.1 907 753 838 708 788 675 750 650 721 631 698 615 678 602 G' 39.4 29.5 46.1 35.1 52.1 40.2 57.5 44.8 62.1 48.9 66.2 52.8 69.9 56.2 985 804 954 788 932 776 914 766 901 759 890 754 881 749 G' 41.0 30.6 48.8 36.8 55.9 42.6 62.5 48.0 68.5 53.1 73.5 57.8 78.7 62.1 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated ASD diaphragm shear loads are calculated with a safety factor (Ω) of 2.35 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply values in table by 2.35 and divide by a safety factor (Ω) of 2.50. Panel buckling has been checked. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole 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 Direct Fastening Technical Guide 13 119
914 mm 3.5.2 Deck Fasteners for Attachment to Bar Joist 36/9 914/9 914 mm Load Resistance Design (LRFD)- ed Resistance Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/9 or End and Interior Support Fastener Patterns 1,2,3,4 3 3 3 Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To 36/9 Support 9 7 9 7 9 7 9 7 9 7 9 7 9 7 S LRFD 1174 8 1005 708 869 6 768 560 692 514 638 481 596 455 G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 714 56.5 mm 62.9 56.5 1257 911 1095 803 979 729 878 671 802 624 748 591 706 565 G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.0 67.1 62.1 68.0 62.9 1336 998 11 895 1070 824 987 771 912 731 858 700 817 674 G' 53.8 51.5 59.5 56.5 63.7 60.2 66.7 62.9 69.0 64.9 70.9 66.7 71.9 68.0 1484 1159 1342 1067 1240 1002 1164 954 1104 917 1057 888 1019 864 G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 74.1 70.9 76.3 73.5 78.7 75.8 46 1547 1742 1482 1667 1436 1610 1402 1565 1375 1501 1354 1216 1216 G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.6 81.3 86.2 84.7 90.1 88.5 1558 1098 1339 954 1175 850 1044 770 945 710 868 663 813 629 G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.7 69.9 78.1 69.4 1678 1230 1469 1093 1321 997 16 927 1107 872 1030 825 975 791 G' 73.7 68.8 78.7 72.9 81.7 75.3 83.5 76.7 84.5 77.5 84.7 78.1 85.5 78.1 1791 1355 1593 15 1451 1134 1346 1067 1264 1016 1192 975 1137 943 G' 75.2 70.9 81.3 76.3 84.7 79.4 87.7 82.0 89.3 83.3 90.9 84.7 91.7 85.5 01 1585 23 1469 1695 1387 1599 1327 1524 1281 1464 1244 1415 1214 G' 77.7 74.6 84.8 81.2 90.0 86.1 93.9 89.7 96.8 92.6 99.0 95.2 101.0 97.1 2501 2116 2377 39 87 1985 1944 2165 1913 1956 88 1584 1584 G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.9 112.4 117.6 116.3 1925 1365 1660 1190 1471 1069 1314 974 1193 900 1099 843 1024 797 G' 109.9 99.0 111.5 98.7 110.9 97.4 109.3 95.7 107.3 93.8 105.2 91.7 103.1 90.1 80 1536 28 1370 1648 1254 1514 1169 1405 1105 1311 1053 1236 1009 G' 113.6 104.2 116.8 105.9 117.7 106.3 117.5 106.0 116.6 105.3 115.5 104.4 114.9 103.1 27 1697 1988 1540 17 1430 1689 1350 1590 1288 1511 1239 1447 10 G' 117.6 108.7 1.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9 2496 1990 83 52 2130 1755 14 1683 1925 1628 53 1584 1795 1549 G' 1.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3 2496 1990 83 81 2130 17 42 1769 1980 1733 1931 1703 90 1679 G' 133.3 129.9 143.6 139.9 151.5 147.6 157.5 153.6 162.2 158.4 166.0 162.4 169.5 166.7 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section 3.5.1.8. 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. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole 1 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 Direct Fastening Technical Guide 13
914 mm Deck Fasteners for Attachment to Bar Joist 3.5.2 36/5 36/4 914/5 914 mm Load Resistance Design (LRFD)- ed Resistance Diaphragm s,, (plf) and Stiffness s, 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-EDN19 or X-EDNK Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns 1,2,3,4 3 3 3 Span (ft- in.) 4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" Fasteners Per Sheet To Support 36/5 914/7 5 4 5 4 5 4 5 4 5 4 5 4 5 4 S LRFD 737 599 646 534 582 487 534 452 491 4 460 398 436 381 G' 13.2 9.7 15.8 11.6.1 13.4.1 15.1 21.9 16.6 23.5 914.0 mm 24.9 19.3 813 669 729 611 670 569 625 537 590 513 563 493 540 477 G' 13.4 9.8 16.1 11.8.5 13.7.7 15.5.7 17.2 24.6.8 26.2.2 883 732 806 680 751 643 710 614 678 592 652 574 631 560 G' 13.5 9.8 16.3 12.0.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2.9 1006 835 942 795 896 766 861 744 833 726 811 712 793 701 G' 36/9 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2.1 26.4 914/9.0 28.5 21.7 1259 1023 13 1005 1197 991 1178 981 1162 973 1150 967 1140 962 G' 13.9 10.1 17.0 12.4 19.9 14.6.7 16.8 25.3.8 27.9.8 30.3.8 985 805 870 7 788 662 727 6 679 583 636 914 556 mm 605 532 G'.4 15.0 23.9 17.8 26.9.3 29.4.5 31.6 24.5 33.4 26.2 35.1 27.8 1095 904 989 831 914 779 857 739 813 708 778 684 750 663 G'.7 15.2 24.4.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6 1194 991 1098 928 1029 882 977 847 937 8 905 798 878 780 G'.9 15.4 24.9.5 28.4 21.4 31.6 24.0 34.5 26.5 37.0 28.8 39.5 30.9 1364 1131 1286 1083 1230 1049 17 1023 1154 1002 1127 986 1105 972 36/9 G' 21.3 15.6 25.5.9 29.3.0 32.9 24.9 36.1 27.6 39.1 30.1 41.8 32.6 1364 1131 1286 1083 1230 1049 17 1023 1154 1002 1127 986 1105 972 G' 21.8 16.0 26.4 19.5 30.7.8 34.7 26.0 38.5 29.1 42.0 714 31.9 mm 45.5 34.8 14 1001 1084 902 985 830 911 777 853 735 808 702 768 675 G' 36.8 27.6 41.7 31.9 45.7 35.5 48.8 38.4 51.0 40.9 52.9 42.9 54.6 44.6 1364 1128 1238 1042 1147 979 1079 932 1026 895 984 866 950 842 G' 37.6 28.2 43.3 33.1 47.8 37.2 51.8 40.8 54.9 43.9 57.8 46.6 59.9 49.0 1490 1238 1377 1163 1295 1109 1233 1068 15 1036 1146 1010 1115 989 G' 38.3 28.8 44.4 33.9 49.8 38.5 54.1 42.4 57.8 46.1 61.3 49.3 64.1 52.1 1490 1238 1377 1163 1295 1109 1233 1068 15 1036 1146 1010 1115 989 G' 39.4 29.5 46.1 35.1 52.1 40.2 57.5 44.8 62.1 48.9 66.2 52.8 69.9 56.2 S LRFD 1619 1321 1568 1294 1531 1274 1503 1259 1480 1248 1463 1238 1448 1230 G' 41.0 30.6 48.8 36.8 55.9 42.6 62.5 48.0 68.5 53.1 73.5 57.8 78.7 62.1 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 3/16" to 3/8". For attachment to base steel thicknesses less than 3/16", diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section 3.5.1.8. 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. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=((span, ft) x 12)/(SS, in.). Round up to the next whole 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 Direct Fastening Technical Guide 13 121
914 mm 914 mm 3.5.2 Deck Fasteners for Attachment to Bar Joist 914/9 914/9 (36/9) 914/7 914/7 () c 914 mm 914 mm Limit States Design (LSD)- ed Resistance Diaphragm s,, (N/mm) and Stiffness s, G', (10 3 N/mm) for Standard Deep Flutes, Center-to-Center Steel Deck (F y 230 MPa; F u 310 MPa) Installed with Hilti X-EDN19 or X-EDNK Fasteners with 914/9 (36/9) or 914/7 () End and Interior Support Fastener Patterns 1,2,3,4 36/9 900 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 300 mm O.C. 150 mm O.C. 10 1500 00 2100 2400 2700 3000 Fasteners Per Sheet To Support 914/9 9 7 9 7 9 7 9 7 9 7 9 7 9 7 16.1 11.3 13.8 9.7 12.0 8.6 10.6 7.7 9.5 7.1 8.8 6.6 8.2 6.3 G' 714 9.0 mm 8.5 9.8 9.1 10.3 9.5 10.7 9.7 10.9 9149.8 mm 11.0 9.9 11.0 9.9 17.3 12.5 15.0 11.0 13.5 10.0 12.1 9.2 11.1 8.6 10.3 8.1 9.7 7.8 G' 9.2 8.7 10.1 9.5 10.8 10.1 11.2 10.4 11.5 10.8 11.8 10.9 11.9 11.0.3 13.7 16.2 12.3 14.7 11.3 13.6 10.6 12.6 10.1 11.8 9.6 11.2 9.3 G' 9.3 8.9 10.3 9.9 11.1 10.5 11.6 11.0 12.0 11.4 12.3 11.8 12.7 11.9.3 15.9.4 14.6 17.0 13.8 16.0 13.1 15.2 12.6 14.5 12.2 14.0 11.9 G' 9.6 9.3 10.7 10.4 11.6 11.2 12.3 11.9 12.8 12.5 13.3 12.8 13.7 13.3 25.3 21.2 23.9.3.8 19.7.1 19.2 21.4.8 21.0.6 17.2 17.2 G' 10.0 9.9 11.4 11.3 12.6 12.4 13.5 13.3 14.3 14.1 15.2 14.9 15.6 15.4 21.4 15.1.4 13.1 16.2 11.7 14.4 10.6 13.0 7149.8 mm 12.0 9.1 11.2 8.7 G' 12.5 11.5 13.3 12.1 13.6 12.3 13.8 12.4 13.8 12.4 13.8 12.3 13.8 12.2 23.0 16.9.2 15.0.1 13.7 16.6 12.8 15.3 12.0 14.2 11.4 13.4 10.9 G' 12.8 12.0 13.7 12.7 14.3 13.2 14.6 13.5 14.8 13.6 14.8 13.7 14.8 13.7 24.6.6 21.9 16.8 19.9 15.6.5 14.7 17.4 14.0 16.4 13.4 15.7 13.0 G' 13.2 12.3 14.1 13.3 14.9 13.9 15.4 14.3 15.6 14.7 15.9 14.9 16.1 14.9 27.4 21.7 25.0.2 23.3 19.0 21.9.2.9 17.6.1 17.1 19.4 16.7 G' 13.5 13.0 14.8 14.2 15.7 15.0 16.4 15.7 17.0 16.2 17.2 16.7 17.9 16.9 34.0 28.8 32.3 27.7 31.1 27.0 30.2 26.4 29.4 26.0 27.6 25.6.4.4 G' 14.4 14.1 16.0 15.7 17.3 17.0.4.1 19.3.9.0 19.6.8.4 26.4.8.8 16.4.2 14.7.1 13.4 16.4 12.4 15.2 11.6 14.1 11.0 G' 19.2 17.3 19.6 17.3 19.5 17.2 19.2 16.9.9 16.5.5 16.2.2 15.9 28.5 21.1 25.1.8.6 17.2.8 16.1 19.4 15.2.1 14.5 17.0 13.9 G'.0.2.5.6.7.7.7.7.5.5.4.4.0.2 30.5 23.3 27.3 21.2 25.0 19.7 23.2.5 21.8 17.7.8 17.0 19.9 16.5 G'.4.9 21.3 19.6 21.7.0 21.7.0 21.7.4 21.7.4 21.7.4 34.0 27.1 31.1 25.2 29.0 23.9 27.5.9 26.2.2 25.2 21.5 24.4 21.1 G' 21.3.4.6 21.3 23.3.1 23.8.5 24.2.9 24.4 23.2 24.4 23.3 34.0 27.1 31.1 25.6 29.0 24.7 27.8 24.0 26.9 23.5 26.2 23.1 25.7.8 G' 23.3.7 25.1 24.5 26.5 25.8 27.6 26.9 28.4 27.8 29.1 28.5 29.4 29.4 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor (Φ) of 0.60. Panel buckling has been checked. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(ss, mm). Round up to the next whole 1 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 Direct Fastening Technical Guide 13
914 mm 914 mm c Deck Fasteners for Attachment to Bar Joist 3.5.2 36/4 914/5 914/5 (36/5) 914/4 914/4 (36/4) 914 mm 914 mm Limit States Design (LSD)- ed Resistance Diaphragm s,, (N/mm) and Stiffness s, G', (10 3 N/mm) for Standard Deep Flutes, Center-to-Center Steel Deck (F y 230 MPa; F u 310 MPa) Installed with Hilti X-EDN19 or X-EDNK Fasteners with 914/5 (36/5) or 914/4 (36/4) End and Interior Support Fastener Patterns 1,2,3,4 36/5 900 mm O.C. 300 mm O.C. 150 mm O.C. 900 mm O.C. 300 mm 36/9O.C. 150 mm 152 O.C. mm 900 mm O.C. 300 mm O.C. 150 mm O.C. 914/7 10 1500 00 2100 2400 2700 3000 Fasteners Per Sheet To Support 914/5 5 4 5 4 5 4 5 4 5 4 5 4 5 4 10.1 8.2 8.9 7.3 8.0 6.7 7.3 6.2 6.8 5.8 6.3 5.5 6.0 5.2 G' 914 2.3 mm 1.7 2.7 2.0 3.1 2.3 3.5 2.6 3.8 9142.9 mm 4.1 3.1 4.3 3.3 11.2 9.2 10.0 8.4 9.2 7.8 8.6 7.4 8.1 7.0 7.7 6.8 7.4 6.5 G' 2.3 1.7 2.8 2.0 3.2 2.4 3.6 2.7 3.9 3.0 4.3 3.3 4.6 3.5 12.1 10.0 11.1 9.3 10.3 8.8 9.7 8.4 9.3 8.1 9.0 7.9 8.7 7.7 G' 2.3 1.7 2.8 2.1 3.3 2.4 3.7 2.7 4.0 3.0 4.4 3.3 4.7 3.6 13.8 11.4 12.9 10.9 12.3 10.5 11.8 10.2 11.4 9.9 11.1 9.8 10.9 9.6 G' 914/9 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.2 914/73.1 4.6 3.5 5.0 3.8 17.1 13.9 16.6 13.6 16.3 13.4 16.0 13.3 15.8 13.2 15.6 13.1 15.5 13.0 G' 2.4 1.7 2.9 2.1 3.4 2.5 3.9 2.9 4.4 3.3 4.8 3.6 5.2 3.9 91413.5 mm 11.0 11.9 9.9 10.8 9.1 10.0 8.5 9.3 9148.0 mm 8.8 7.6 8.3 7.3 G' 3.5 2.6 4.1 3.1 4.7 3.5 5.1 3.9 5.5 4.3 5.8 4.6 6.1 4.8 15.0 12.4 13.6 11.4 12.5 10.7 11.8 10.1 11.2 9.7 10.7 9.4 10.3 9.1 G' 3.6 2.6 4.2 3.2 4.8 3.6 5.3 4.1 5.8 4.5 6.2 4.8 6.5 5.2 16.4 13.6 15.1 12.7 14.1 12.1 13.4 11.6 12.9 11.2 12.4 10.9 12.1 10.7 G' 3.6 2.7 4.3 3.2 4.9 3.7 5.5 4.2 6.0 4.6 6.5 5.0 6.8 5.4.6 15.4 17.5 14.7 16.7 14.3 16.2 13.9 15.7 13.6 914/9 15.3 13.4 15.0 13.2 G' 3.7 2.7 4.4 3.3 5.1 3.8 5.7 4.3 6.3 4.8 6.8 5.2 7.3 5.6.6 15.4 17.5 14.7 16.7 14.3 16.1 13.9 15.7 13.6 15.3 13.4 15.0 13.2 G' 714 3.8 mm 2.8 4.6 3.4 5.3 3.9 6.0 4.5 6.7 9145.0 mm 7.3 5.5 7.9 6.0 16.8 13.7 14.9 12.4 13.5 11.4 12.5 10.7 11.7 10.1 11.1 9.6 10.6 9.3 G' 6.4 4.8 7.2 5.5 7.9 6.2 8.5 6.7 8.9 7.1 9.3 7.5 9.5 7.8.7 15.5 17.0 14.3 15.7 13.4 14.8 12.8 14.1 12.3 13.5 11.9 13.0 11.6 G' 6.5 4.9 7.5 5.7 8.3 6.5 9.0 7.1 9.6 7.6 10.1 8.1 10.5 8.5.3 16.8.8 15.8 17.6 15.1 16.8 14.5 16.1 14.1 15.6 13.7 15.2 13.4 G' 6.6 5.0 7.7 5.9 8.6 6.7 9.4 7.4 10.1 8.0 10.6 8.5 11.2 9.1.3 16.8.8 15.8 17.6 15.1 16.8 14.5 16.1 14.1 15.6 13.7 15.2 13.4 G' 6.8 5.1 8.0 6.1 9.1 7.0 10.0 7.8 10.8 8.5 11.5 9.2 12.2 9.8.0 17.9 21.3 17.6.8 17.3.4 17.1.1 16.9 19.8 16.8 19.6 16.7 714 mm G' 7.1 5.3 8.5 6.4 9.7 7.4 10.9 8.3 11.9 9.2 12.8 10.0 13.7 10.8 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses ranging from 5 mm to 10 mm. For attachment to base steel thicknesses less than 5 mm, diaphragm shear values for the X-EDNK fasteners should be calculated in accordance with Section 3.5.1.8. 2 Tabulated LSD diaphragm shear loads are calculated with a phi factor (Φ) of 0.65 for wind loads. To calculate LSD values for load combinations involving earthquake, divide values in table by 0.65 and multiply by a phi factor (Φ) of 0.60. Panel buckling has been checked. 5 To convert from sidelap spacing (SS) to sidelaps per span (SPS), use the following formula: SPS=(span, mm)/(ss, mm). Round up to the next whole 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 Direct Fastening Technical Guide 13 123
3.5.2 Deck Fasteners for Attachment to Bar Joist c Limit States Design-ed Resistance Diaphragm Tables for Deck Fasteners (Canada) Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel nestable deck fastened w/hilti X-EDNK/EDN19 w/screwed sidelaps (Canada only) 1,2,3 Diaphragm Table 36-7 w/x-ednk/edn19 Metric No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) Connection #10 Screw at #10 Screw at #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C. Deck Thickness 16 16 16 16 10 Strength, 6.5 7.9 10.2 12.8 6.5 7.9 10.2 12.8 8.3 10.1 13.3 16.7 11.6 14.0.4 23.1 Flexibility, F 1 88 60 45 1 88 60 45 110 79 52 38 101 71 45 32 1500 Strength, 5.2 6.2 8.2 10.3 6.1 7.4 9.6 12.1 7.6 9.3 12.2 15.3 11.0 13.4 17.6.0 Flexibility, F 115 88 62 49 108 81 56 43 99 73 49 37 89 64 42 30 00 Strength, 5.1 6.1 8.1 10.1 5.8 7.1 9.3 11.6 7.2 8.7 11.4 14.3 10.7 12.9 17.0 21.3 Flexibility, F 106 81 59 46 99 76 54 42 91 68 47 36 81 59 39 29 2100 Strength, 4.2 5.2 6.9 8.7 4.9 6.0 8.0 10.0 6.8 8.2 10.8 13.6 9.6 12.6 16.6.7 Flexibility, F 106 83 62 50 99 77 56 45 86 66 46 36 75 56 38 28 2400 Strength, 4.2 5.2 6.9 8.7 4.8 5.9 7.9 9.9 6.6 7.9 10.5 13.0 7.4 9.8 15.0.3 Flexibility, F 99 79 59 48 94 73 54 44 83 64 46 36 71 53 37 28 2700 Strength, 3.8 4.6 6.1 7.6 4.8 5.9 7.8 9.8 5.9 7.6 10.1 12.7 5.9 7.8 11.9 16.6 Flexibility, F 101 82 62 51 90 71 53 43 80 62 45 36 68 51 36 27 3000 Strength, 3.9 4.7 6.2 7.8 4.3 5.3 6.9 8.7 4.7 6.2 9.6 12.3 4.7 6.2 9.6 13.5 Flexibility, F 96 78 60 49 91 73 55 45 77 61 45 36 65 50 35 27 Diaphragm Table 36-4 w/ X-EDNK/EDN19 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel nestable deck fastened w/hilti X-EDNK/EDN19 w/screwed sidelaps (Canada only) 1,2,3 No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) Connection #10 Screw at #10 Screw at #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C. Deck Thickness 16 16 16 16 10 Strength, 4.7 5.6 7.4 9.3 4.7 5.6 7.4 9.3 6.2 7.4 9.8 12.2 8.1 9.8 12.8 16.0 Flexibility, F 595 384 210 132 595 384 210 132 578 369 197 1 567 359 8 113 1500 Strength, 3.9 4.7 6.1 7.6 4.6 5.5 7.3 9.2 5.9 7.1 9.3 11.6 7.9 9.5 12.6 15.7 Flexibility, F 500 328 6 1 487 317 176 113 474 305 166 103 462 294 156 95 00 Strength, 4.0 4.7 6.2 7.8 4.6 5.5 7.2 9.2 5.6 6.8 8.9 11.2 7.8 9.4 12.3 15.5 Flexibility, F 425 281 161 106 415 272 154 100 405 262 145 92 392 251 135 83 2100 Strength, 3.4 4.1 5.4 6.8 4.0 4.8 6.3 7.9 5.4 6.6 8.6 10.8 7.6 9.3 12.2 15.3 Flexibility, F 383 257 152 103 372 247 143 96 355 232 130 84 342 2 1 75 2400 Strength, 3.5 4.2 5.6 7.1 4.0 4.8 6.3 8.0 5.3 6.3 8.5 10.6 7.6 9.2 12.1 15.2 Flexibility, F 340 230 137 94 332 2 130 88 3 9 119 78 304 197 108 68 2700 Strength, 3.1 3.8 4.9 6.2 4.0 4.9 6.5 8.1 5.2 6.2 8.2 10.3 7.5 9.2 12.0 15.0 Flexibility, F 3 2 133 93 301 3 1 82 289 192 110 73 275 179 99 63 3000 Strength, 3.2 3.9 5.2 6.6 3.6 4.5 5.9 7.4 5.1 6.2 8.1 10.2 7.5 9.0 12.0 14.9 Flexibility, F 290 365 123 86 283 193 117 81 266 177 103 69 252 165 92 59 Diaphragm Table 36-7 w/ X-EDNK/EDN19 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel deck fastened w/hilti X-EDNK/EDN19 (Canada only) 1,2,3 No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute) Connection Button Punch Button Punch Button Punch 300 mm O.C. Button Punch 150 mm O.C. Deck Thickness 16 16 16 16 10 Strength, 5.8 7.1 9.5 12.1 5.8 7.1 9.5 12.1 6.5 8.1 11.2 14.8 7.8 10.0 14.3 19.6 Flexibility, F 129 96 67 51 129 96 67 51 126 94 65 50 1 90 62 47 1500 Strength, 4.6 5.6 7.5 9.8 4.8 6.0 8.3 10.9 5.5 6.9 9.9 13.2 6.9 8.9 13.2.2 Flexibility, F 126 97 71 56 125 96 69 55 1 94 67 53 116 88 63 49 00 Strength, 4.0 4.9 6.9 9.2 4.2 5.4 7.5 10.1 4.8 6.1 8.8 12.1 6.2 8.2 12.2 17.3 Flexibility, F 126 100 75 61 124 98 73 59 121 95 71 57 114 89 65 52 2100 Strength, 3.4 4.2 5.9 7.8 3.6 4.6 6.5 8.7 4.2 5.5 8.1 11.3 5.8 7.8 11.6 16.6 Flexibility, F 130 105 81 66 128 103 79 65 1 98 75 61 113 90 67 55 2400 Strength, 3.2 4.0 5.6 7.5 3.3 4.2 6.1 8.3 3.9 5.1 7.5 10.7 5.4 7.3 11.2 16.0 Flexibility, F 133 109 85 71 130 107 83 69 125 102 79 66 113 91 70 57 2700 Strength, 2.7 3.5 4.9 6.6 3.1 4.0 5.8 8.0 3.6 4.7 7.2 10.1 5.2 6.9 10.8 15.6 Flexibility, F 139 115 92 77 134 111 88 74 128 106 83 70 114 93 72 60 3000 Strength, 2.6 3.3 4.8 6.6 2.7 3.5 5.2 7.2 3.4 4.5 6.8 9.8 4.9 6.7 10.5 15.3 Flexibility, F 143 1 96 81 140 1 94 80 131 110 87 73 115 95 75 62 1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. 124 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 Direct Fastening Technical Guide 13
c Deck Fasteners for Attachment to Bar Joist 3.5.2 Limit States Design-ed Resistance Diaphragm Tables for Deck Fasteners (Canada) Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6 /N) for deep steel deck fastened w/hilti X-EDNK/EDN19 (Canada only) 1,2,3 Diaphragm Table 36-4 w/x-ednk/edn19 Metric No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute) Connection Button Punch Button Punch Button Punch 300 mm O.C. Button Punch 150 mm O.C. Deck Thickness 16 16 16 16 10 Strength, 4.1 4.3 5.7 7.4 3.5 4.3 5.7 7.4 4.0 5.0 7.0 9.3 4.8 6.2 8.9 12.0 Flexibility, F 612 399 4 144 612 399 4 144 607 395 2 141 599 388 214 135 1500 Strength, 3.3 4.0 5.5 7.2 3.5 4.5 6.2 8.1 4.1 5.2 7.4 10.0 5.3 6.8 9.9 13.6 Flexibility, F 521 348 3 137 5 345 1 134 513 340 196 130 502 330 8 123 00 Strength, 2.9 3.6 5.2 6.9 3.2 4.1 5.9 7.9 3.6 4.7 6.9 9.4 4.9 6.5 9.5 13.2 Flexibility, F 462 315 190 132 459 311 8 130 452 306 3 125 438 293 172 116 2100 Strength, 2.5 3.2 4.5 6.0 2.7 3.8 4.9 6.8 3.3 4.5 6.5 8.9 4.7 6.1 9.2 12.9 Flexibility, F 426 297 6 134 4 293 3 131 412 283 175 124 394 268 161 111 2400 Strength, 2.4 2.9 4.3 6.0 2.5 3.5 4.8 6.7 3.1 4.1 6.2 8.6 4.5 5.9 8.9 12.7 Flexibility, F 398 282 2 134 394 278 179 131 383 268 170 123 362 249 154 109 2700 Strength, 2.0 2.6 3.8 5.3 2.4 3.4 4.7 6.6 2.9 3.9 6.0 8.3 4.2 5.8 8.8 12.5 Flexibility, F 382 276 4 139 373 268 177 132 361 257 168 124 337 236 149 107 3000 Strength, 2.0 2.6 3.8 5.3 2.1 3.2 4.2 6.0 2.7 3.6 5.8 8.1 4.1 5.6 8.7 12.3 Flexibility, F 367 393 3 140 362 265 0 137 346 250 166 125 3 5 145 106 Diaphragm Table 24-5 w/ X-EDNK/EDN19 Metric Limit States Design (LSD)-ed Resistance Diaphragm, q, (N/mm) and Flexibility, F, (mm x 10-6/N) 1, 2, 3 for 75 mm deep steel deck fastened with Hilti X-EDNK/EDN19 (Canada only) No. of Transverse Nails per 600 mm Wide Deck Units=5 (every flute) Connection Button Punch Button Punch Button Punch 300 mm O.C. Button Punch 150 mm O.C. Deck Thickness 16 16 16 16 2400 Strength, 2.0 2.6 3.7 5.2 2.1 2.8 4.2 5.8 2.6 3.5 5.4 7.8 3.9 5.4 8.8 12.9 Flexibility, F 281 7 173 143 275 2 169 139 262 9 158 130 235 5 137 111 2700 Strength, 1.7 2.2 3.3 4.5 2.0 2.6 4.0 5.7 2.4 3.3 5.1 7.5 3.7 5.2 8.5 12.6 Flexibility, F 290 238 5 154 279 7 176 146 264 214 165 136 233 6 140 115 00 Strength, 1.6 2.1 3.2 4.5 1.7 2.3 3.5 5.1 2.3 3.1 4.9 7.2 3.6 5.0 8.2 12.4 Flexibility, F 295 244 192 161 289 238 7 157 268 2 171 143 233 8 143 1 3300 Strength, 1.4 1.9 2.9 4.1 1.7 2.2 3.5 5.0 2.1 2.9 4.7 7.0 3.4 4.8 8.0 12.2 Flexibility, F 307 257 5 173 293 245 194 164 272 5 177 149 233 9 146 121 3600 Strength, 1.4 1.9 2.9 4.1 1.6 2.2 3.4 5.0 2.0 2.8 4.5 6.8 3.3 4.7 7.9 12 Flexibility, F 312 263 211 0 299 251 1 170 277 231 3 155 233 191 149 124 3900 Strength, 1.2 1.7 2.6 3.8 1.4 2.0 3.1 4.6 1.9 2.7 4.4 6.6 3.2 4.6 7.8 11.9 Flexibility, F 325 276 4 191 311 263 212 1 282 237 9 160 234 193 152 127 40 Strength, 1.2 1.6 2.6 3.8 1.4 1.9 3.1 4.6 1.9 2.6 4.3 6.5 3.2 4.5 7.6 11.8 Flexibility, F 331 282 230 197 316 269 2 6 287 242 195 166 235 195 154 129 1 The ratio of span of deck unit to average length of sheet is taken to be 1/3. 2 Diaphragm loads are based on steel decks having an average ultimate tensile strength of 55 ksi. 3 Values shown calculated in accordance with SDI equations using a φ factor of 0.5 for LSD for all load conditions. Note: Reference pages 1-123 for generally higher diaphragm capacities with Hilti Connectors (SLC). 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 Direct Fastening Technical Guide 13 125
3.5.2 Deck Fasteners for Attachment to Bar Joist 3.5.2.4 Ordering Information DX 860-HSN Decking System Tools DX 860-HSN Stand-Up Decking Tool Use on Demand service provides daily rental 1 pcs Accessories Spare Set (HSN Piston and Brake) Piston and brake for DX 860-HSN 1 pcs Fasteners (Combos with 40-strip Cartridges) X-EDN19 Bulk Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 2,000 pcs X-EDN19 Pallet Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 32,000 pcs X-EDNK Bulk Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 2,000 pcs X-EDNK Pallet Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 32,000 pcs DX 460-SM Decking System Tools DX 460-SM Hand Held Decking Tool 1 pcs Accessories Magazine X-SM Replacement magazine for DX 460-SM 1 pcs Piston X-AP PSM Replacement piston for DX 460-SM 1 pcs Buffer (reinforced) X-460-B Replacement buffer for DX-460-SM 1 pcs Fasteners (Combos with 10-strip Cartridges for DX 460-SM) X-EDN19 Bulk Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 1,000 pcs X-EDN19 Pallet Fastener/Cartridge Combo 3/16" (5 mm) t f 3/8" (10 mm) 32,000 pcs X-EDNK Bulk Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 1,000 pcs X-EDNK Pallet Fastener/Cartridge Combo 1/8" (3 mm) t f 1/4" (6 mm) 32,000 pcs 126 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 Direct Fastening Technical Guide 13