The following excerpt are pages from the North American Product Technical Guide, Volume 1: Direct Fastening, Edition 15.

The following excerpt are pages from the North American Product Technical Guide, Volume 1: Direct Fastening, Edition 15. Please refer to the publication in its entirety for complete details on this product including data development, product specifications, general suitability, installation, corrosion and and edge distance guidelines. US & CA: http://submittals.us.hilti.com/ptgvol1/ To consult directly with a team member regarding our direct fastening products, contact Hilti s team of technical support specialists between the hours of 7:00am 6:00pm CST. US: 877-749-6337 or HNATechnicalServices@hilti.com CA: 1-800-363-4458, ext. 6 or CATechnicalServices@hilti.com Hilti, Inc. 7250 Dallas Parkway, Suite 1000 Plano, TX 75024 1-800-879-8000 www.hilti.com

X-HSN 24 for Fastening Deck 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 X-HSN 24 fasteners, which are available in a collated version. For many bar joist decking projects, the tool of choice is 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-HSN 24 fasteners into almost any type of steel deck profile 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 3.5.2.2 Material Specifications Fastener Fastener Fastener Nominal fastener designation material plating hardness X-HSN 24 Carbon Steel 5 µm Zinc 1 55.5 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 Allowable pullout loads for attachments to steel base material Fastener Base material thickness (in.) 1/8 3/ 1/4 3/8 X-HSN 24 435 (1.95) 635 (2.82) 750 (3.34) 750 (3.34) 1 These values represent testing performed in ASTM A36 plate steel. 2 The values must be compared with allowable tensile pullover values. 3 Allowable values based on safety factor of 5.0. 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. Hilti X-HSN 24 steel deck fasteners comply with ANSI/SDI RD1.0, C1.0 and NC1.0 standards. 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-HSN 24 Approvals/Listings ICC-ES (International Code Council) ESR-3592, ESR-2776, ESR-2197, ESR-11, ESR-1735P, ESR-1414, ESR-2408 COLA (City of Los Angeles) RR 25974, RR 25877, RR 25296 FM (y Mutual) For attaching Class 1 Steel Roof Decks with 1-60 and 1-90 wind uplift ratings. Refer to FM RoofNav for specific assembly listings. UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification) Allowable pullover and shear bearing loads for attaching steel deck 1,2,3 Fastener Steel deck gauge (in.) (0.0598) (0.0474) (0.0358) (0.0295) 24 (0.0239) 26 (0.0179) 865 975 725 785 560 600 500 500 450 410 415 310 X-HSN 24 1 (3.85) (4.29) (3.) (3.45) (2.49) (2.64) (2.) (2.) (2.00) (1.80) (1.85) (1.36) 1 For base steel thickness 1/8" (3 mm) to 3/8" (10 mm). 2 Allowable values are based on a safety factor of 3.0. 3 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 15 117

3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 36/7 914/9 Allowable Stress Design (ASD) - Allowable diaphragm shears,, (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 or 36/7 end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7,8 9 7 9 7 9 7 9 7 9 7 9 7 9 7 G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.1 67.0 62.1 67.9 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 63.6 60.2 66.7 63.0 69.0 65.1 70.7 66.8 72.1 68.1 903 706 817 649 755 610 708 580 672 558 643 540 6 526 G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 73.8 71.1 76.4 73.6 78.6 75.7 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 82.4 81.1 86.3 85.1 89.8 88.5 1394 1211 1362 1193 1338 10 1321 1170 18 13 938 938 760 760 G' 60.3 60.0 69.4 69.0 77.1 76.7 83.8 83.3 89.5 89.1 94.6 94.1 99.1 98.6 948 668 815 581 715 517 635 468 575 432 528 403 495 383 G' 71.9 66.1 75.9 68.9 77.9 70.1 78.7 70.4 78.8 70.3 78.5 69.9 77.9 69.3 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 85.1 78.0 85.3 78.2 1090 825 970 745 883 690 819 649 769 6 725 594 692 574 G' 75.2 71.1 81.0 76.1 84.9 79.5 87.5 81.8 89.3 83.5 90.5 84.7 91.4 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 99.1 94.9 100.9 96.7 15 1288 1447 1241 1392 18 1350 13 1317 14 12 1149 990 990 G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.6 112.6 1.1 1.1 73* 30 38* 11 12* 1597 1793* 1587 1547 1547 12 12 990 990 G' 87.1 86.4 98.5 97.8 107.8 107.1 115.7 114.9 1.4 121.6 128.1 127.3 133.1 132.3 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485 G' 110.2 98.7 111.6 98.8 111.0 97.5 109.4 95.7 107.4 93.8 105.2 92.0 103.1 90.2 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614 G' 113.8 104.0 1.9 106.0 117.8 106.4 117.5 106.0 1.7 105.3 115.6 104.4 114.4 103.6 1355 1033 1210 937 1106 870 1028 821 968 784 9 754 881 730 G' 117.1 108.5 121.5 112.1 123.6 113.8 124.5 114.7 124.7 115.0 124.5 115.0 124.1 114.8 1519 1211 1390 1127 1296 1068 16 1024 1171 991 1128 964 1092 942 G' 1.4 115.8 129.0 121.8 133.2 125.8 135.9 128.4 137.7 130.3 138.9 131.7 139.7 132.7 1902 14 1562 1750 1524 1702 1496 64 1474 33 1456 14 14 G' 133.0 129.5 143.7 139.9 151.6 147.7 157.6 153.8 2.3 158.6 6.2 2.5 9.3 5.7 2328* 27 89* 06 60* 1991 39 1980 19 1971 1753 1753 14 14 G' 143.6 142.1 157.9 156.3 9.1 7.5 178.1 176.5 5.5 3.9 191.6 190.1 196.8 195.4 1297 923 11 807 995 726 897 667 8 617 753 579 703 548 G' 148.7 130.5 146.3 127.0 142.3 1.9 137.9 1.9 133.7 115.3 129.7 112.0 126.0 109.1 1405 1042 1237 931 1117 855 1028 798 960 755 901 721 851 694 G' 154.8 138.9 154.5 137.7 152.3 135.6 149.6 133.2 146.7 130.8 143.9 128.7 141.2 126.7 1506 1153 1348 1049 1234 977 1150 923 1084 882 1032 850 989 824 G' 0.1 146.1 1.6 147.0 1.1 146.5 159.7 145.5 158.0 144.2 156.2 143.0 154.5 141.8 92 1355 1552 1265 1451 11 1374 1153 1315 1117 1268 1088 19 1065 G' 9.1 158.0 173.6 2.2 175.7 4.3 176.6 5.5 176.8 6.1 176.7 6.4 176.3 6.5 21 06 27 1750 1959 1709 1908 79 67 56 35 38 1775 23 G' 7.5 1.3 197.8 191.5 5.0 198.7 210.1 4.1 214.0 8.2 217.0 211.4 219.4 214.1 2585 51 2544 30 2515 15 2493 03 2476 2195 2191 28 1775 1775 G' 6.5 3.7 2.3 219.5 234.2 231.5 243.4 240.8 250.7 248.2 256.7 254.3 261.7 259.4 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values 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. *For noted diaphragm shear values, please see footnote 2 of Table 10 (page 111). 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 62.0152 56.0 mm 62.5 56.4 62.7 56.5 S ASD 765 554 666 489 596 444 534 408 488 380 455 714 360 mm 430 344 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 15

X-HSN 24 for Fastening Deck to Bar Joist 3.5.2 36/5 36/4 914/5 Allowable Stress Design (ASD) - Allowable diaphragm shears,, (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 Hilti SLC 6,7,8 36/7 36/5 914/7 5 4 5 4 5 4 5 4 5 4 5 4 5 4 448 365 393 325 354 296 325 275 299 257 280 242 265 232 G' 13.2 9.7 15.8 11.6.1 13.4.1 15.1 21.9.6 23.5.0 24.9 19.2 495 407 444 372 408 346 380 327 359 312 343 300 329 290 G' 13.4 9.8.1 11.8.5 13.7.7 15.5.7 17.2 24.6.8 26.3.2 537 445 491 414 457 391 432 374 412 360 397 350 384 341 G' 13.5 9.8.3 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' 13.7 9.9.6 12.1 19.3 14.2 21.8.2 24.2.1 26.4.0 28.5 21.7 766 623 744 611 729 603 717 597 707 592 700 588 694 585 36/7 914/9 G' 13.9 10.1 17.0 12.4 19.9 14.6.7.8 25.3.8 27.8.8 30.3.8 766 623 744 611 729 603 717 597 707 592 700 588 694 585 G' 14.1 10.2 17.3 12.6.3 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.4 600 490 530 439 479 403 442 376 413 355 387 338 368 324 G'.4 15.0 23.9 17.8 26.9.3 29.4.5 31.6 24.5 33.5 26.2 35.1 27.8 666 550 602 506 556 474 5 450 495 431 474 4 456 404 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 24.1 34.5 26.5 37.1 28.8 39.5 30.9 830 688 783 659 748 638 7 6 702 610 686 600 673 592 G' 21.3 15.6 25.5.9 29.3.0 32.9 24.9 36.1 27.6 39.1 30.2 41.9 32.6 G'.2.2 27.1 19.9 31.6 23.4 36.0 26.8 40.1 30.0 44.0 33.2 47.8 36.2 745 609 660 549 599 505 554 473 519 447 492 427 467 411 G' 36.7 27.6 41.7 31.9 45.7 35.5 48.7 38.4 51.1 40.9 53.0 42.9 54.5 44.7 830 687 753 634 698 596 657 567 624 545 599 527 578 512 G' 37.6 28.3 43.3 33.1 47.9 37.2 51.8 40.8 55.0 43.9 57.7 46.6 60.0 49.0 907 753 838 708 788 675 750 650 721 631 698 615 678 602 G' 38.3 28.8 44.5 33.9 49.7 38.5 54.1 42.5 57.9 46.0 61.2 49.2 64.1 52.1 1037 859 982 826 942 802 912 783 888 769 869 757 853 748 G' 39.4 29.5 46.2 35.1 52.1 40.2 57.4 44.8 62.0 48.9 66.2 52.8 69.9 56.3 1285 1034 1258 1021 1238 1011 13 1004 1211 998 12 994 1194 990 G' 41.0 30.6 48.8 36.8 55.9 42.6 62.4 48.0 68.3 53.1 73.7 57.8 78.7 62.3 1285 1034 1258 1021 1238 1011 13 1004 1211 998 12 994 1194 990 G' 42.3 31.3 50.8 38.0 58.7 44.3 66.0 50.3 72.8 55.9 79.1 61.2 85.0 66.3 827 678 735 612 669 565 619 529 581 502 551 480 527 462 G' 57.6 44.2 63.4 49.6 67.5 53.8 70.3 56.9 72.3 59.4 73.6 61.3 74.6 62.8 924 765 841 708 781 667 736 636 701 612 673 593 650 577 G' 59.6 45.7 66.6 52.2 72.0 57.3 76.1 61.6 79.3 65.1 81.8 68.0 83.8 70.5 1011 840 936 791 882 756 842 729 810 708 785 691 764 678 G' 61.2 46.9 69.2 54.0 75.5 60.0 80.6 65.1 84.8 69.4 88.2 73.1 91.1 76.3 1156 957 1098 9 1055 897 10 877 997 862 977 850 960 840 G' 63.6 48.6 72.9 56.7 80.7 63.8 87.2 70.0 92.8 75.4 97.6 80.3 101.8 84.6 1428 1146 1400 1133 1380 1123 1364 11 1352 1110 1342 1106 1334 1102 G' 67.5 51.2 78.9 60.8 89.0 69.5 97.8 77.3 105.7 84.5 112.7 91.1 119.0 97.1 1428 1146 1400 1133 1380 1123 1364 11 1352 1110 1342 1106 1334 1102 G' 70.6 53.1 83.6 63.8 95.3 73.5 105.9 82.6 115.5 91.0 124.3 98.8 132.3 106.1 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values 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. 1032 834 1008 8 990 813 977 806 967 801 958 797 951 794 G' 21.8.0 26.4 19.5 30.7.8 34.7 26.0 38.5 29.1 42.1 32.0 45.4 34.8 714 mm 1032 834 1008 8 990 813 977 806 967 801 958 797 951 794 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 15 119

3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 36/7 914/9 Load Resistance Design (LRFD) - ed resistance diaphragm shears,, (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 or 36/7 end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7,8 9 7 9 7 9 7 9 7 9 7 9 7 9 7 G' 52.9 50.2 58.1 54.5 61.6 57.5 64.1 59.6 65.8 61.1 67.0 62.1 67.9 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 63.6 60.2 66.7 63.0 69.0 65.1 70.7 66.8 72.1 68.1 1484 1159 1342 1067 1240 1002 14 954 1104 917 1057 888 1019 864 G' 55.2 53.5 61.7 59.6 66.7 64.3 70.7 68.1 73.8 71.1 76.4 73.6 78.6 75.7 46 1547 1742 1482 67 1436 10 1402 1565 1375 1501 1354 12 12 G' 57.9 57.0 65.8 64.8 72.3 71.2 77.7 76.5 82.4 81.1 86.3 85.1 89.8 88.5 91 1990 38 1960 2199 1939 2170 1923 1900 1900 1501 1501 12 12 G' 60.3 60.0 69.4 69.0 77.1 76.7 83.8 83.3 89.5 89.1 94.6 94.1 99.1 98.6 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 78.5 69.9 77.9 69.3 78 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 85.1 78.0 85.3 78.2 1791 1355 1593 15 1451 1134 1346 1067 1264 10 1192 975 1137 943 G' 75.2 71.1 81.0 76.1 84.9 79.5 87.5 81.8 89.3 83.5 90.5 84.7 91.4 85.5 01 1585 23 1469 95 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 99.1 94.9 100.9 96.7 2501 21 2377 39 87 1985 1944 25 1913 1956 88 1584 1584 G' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.6 112.6 1.1 1.1 3078* 2679 30* 2647 2978* 2625 2946* 2608 2475 2475 1956 1956 1584 1584 G' 87.1 86.4 98.5 97.8 107.8 107.1 115.7 114.9 1.4 121.6 128.1 127.3 133.1 132.3 1925 1365 60 1190 1471 1069 1314 974 1193 900 1099 843 1024 797 G' 110.2 98.7 111.6 98.8 111.0 97.5 109.4 95.7 107.4 93.8 105.2 92.0 103.1 90.2 80 1536 28 1370 48 1254 1514 19 1405 1105 1311 1053 1236 1009 G' 113.8 104.0 1.9 106.0 117.8 106.4 117.5 106.0 1.7 105.3 115.6 104.4 114.4 103.6 27 97 1988 1540 17 1430 89 1350 1590 1288 1511 1239 1447 10 G' 117.1 108.5 121.5 112.1 123.6 113.8 124.5 114.7 124.7 115.0 124.5 115.0 124.1 114.8 2496 1990 83 52 2130 1755 14 83 1925 28 53 1584 1795 1549 G' 1.4 115.8 129.0 121.8 133.2 125.8 135.9 128.4 137.7 130.3 138.9 131.7 139.7 132.7 3125 2655 2981 2567 2876 2504 2796 2458 2734 2421 2684 2393 72 72 G' 133.0 129.5 143.7 139.9 151.6 147.7 157.6 153.8 2.3 158.6 6.2 2.5 9.3 5.7 3825* 3331 3761* 3296 3714* 3272 3679 3254 3550 3240 2805 2805 72 72 G' 143.6 142.1 157.9 156.3 9.1 7.5 178.1 176.5 5.5 3.9 191.6 190.1 196.8 195.4 2131 1517 41 1326 35 1193 1474 1095 1341 1014 1238 952 1155 901 G' 148.7 130.5 146.3 127.0 142.3 1.9 137.9 1.9 133.7 115.3 129.7 112.0 126.0 109.1 2308 1712 33 1531 36 1404 90 1312 1577 1241 1481 15 1398 1140 G' 154.8 138.9 154.5 137.7 152.3 135.6 149.6 133.2 146.7 130.8 143.9 128.7 141.2 126.7 2475 95 15 1724 28 05 89 1517 1781 1450 95 1397 26 1354 G' 0.1 146.1 1.6 147.0 1.1 146.5 159.7 145.5 158.0 144.2 156.2 143.0 154.5 141.8 2780 27 2550 78 2384 1973 59 95 21 35 84 1788 1750 G' 9.1 158.0 173.6 2.2 175.7 4.3 176.6 5.5 176.8 6.1 176.7 6.4 176.3 6.5 3484 2968 3331 2875 3219 2809 3135 2760 3068 2721 3015 2691 2840 2666 G' 7.5 1.3 197.8 191.5 5.0 198.7 210.1 4.1 214.0 8.2 217.0 211.4 219.4 214.1 4247 3699 41 3664 4133 3639 4097 3621 4068 3606 3506 3506 2840 2840 G' 6.5 3.7 2.3 219.5 234.2 231.5 243.4 240.8 250.7 248.2 256.7 254.3 261.7 259.4 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values 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. *For noted diaphragm shear values, please see footnote 2 of Table 10 (page 111) of this document. 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 15 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 62.0152 56.0 mm 62.5 56.4 62.7 56.5 714 mm 1257 911 1095 803 979 729 878 671 802 624 748 591 706 565

X-HSN 24 for Fastening Deck to Bar Joist 3.5.2 36/5 36/4 914/5 Load Resistance Design (LRFD) - ed resistance diaphragm shears,, (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 Hilti SLC 6,7,8 36/7 36/5 914/7 5 4 5 4 5 4 5 4 5 4 5 4 5 4 737 599 646 534 582 487 534 452 491 4 460 398 436 381 G' 13.2 9.7 15.8 11.6.1 13.4.1 15.1 21.9.6 23.5.0 24.9 19.2 813 669 729 611 670 569 625 537 590 513 563 493 540 477 G' 13.4 9.8.1 11.8.5 13.7.7 15.5.7 17.2 24.6.8 26.3.2 883 732 806 680 751 643 710 614 678 592 652 574 631 560 G' 13.5 9.8.3 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' 13.7 9.9.6 12.1 19.3 14.2 21.8.2 24.2.1 26.4.0 28.5 21.7 1259 1023 13 1005 1197 991 1178 981 12 973 1150 967 1140 962 36/7 914/9 G' 13.9 10.1 17.0 12.4 19.9 14.6.7.8 25.3.8 27.8.8 30.3.8 1259 1023 13 1005 1197 991 1178 981 12 973 1150 967 1140 962 G' 14.1 10.2 17.3 12.6.3 14.9 23.3 17.1 26.1 19.3 28.8 21.4 31.4 23.4 985 805 870 7 788 662 727 6 679 583 636 556 605 532 G'.4 15.0 23.9 17.8 26.9.3 29.4.5 31.6 24.5 33.5 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 24.1 34.5 26.5 37.1 28.8 39.5 30.9 1364 1131 1286 1083 1230 1049 17 1023 1154 1002 1127 986 1105 972 G' 21.3 15.6 25.5.9 29.3.0 32.9 24.9 36.1 27.6 39.1 30.2 41.9 32.6 96 1370 56 1350 28 1336 06 1325 1588 1317 1574 1310 1563 1304 G' 21.8.0 26.4 19.5 30.7.8 34.7 26.0 38.5 29.1 42.1 32.0 45.4 34.8 714 mm 96 1370 56 1350 28 1336 06 1325 1588 1317 1574 1310 1563 1304 G'.2.2 27.1 19.9 31.6 23.4 36.0 26.8 40.1 30.0 44.0 33.2 47.8 36.2 14 1001 1084 902 985 830 911 777 853 735 808 702 768 675 G' 36.7 27.6 41.7 31.9 45.7 35.5 48.7 38.4 51.1 40.9 53.0 42.9 54.5 44.7 1364 1128 1238 1042 1147 979 1079 932 1026 895 984 866 950 842 G' 37.6 28.3 43.3 33.1 47.9 37.2 51.8 40.8 55.0 43.9 57.7 46.6 60.0 49.0 1490 1238 1377 13 1295 1109 1233 1068 15 1036 1146 1010 1115 989 G' 38.3 28.8 44.5 33.9 49.7 38.5 54.1 42.5 57.9 46.0 61.2 49.2 64.1 52.1 1704 1411 14 1357 1548 1317 1498 1287 1459 1264 1427 1245 1402 19 G' 39.4 29.5 46.2 35.1 52.1 40.2 57.4 44.8 62.0 48.9 66.2 52.8 69.9 56.3 2111 99 67 77 34 62 10 50 1991 40 1975 33 1962 27 G' 41.0 30.6 48.8 36.8 55.9 42.6 62.4 48.0 68.3 53.1 73.7 57.8 78.7 62.3 2111 99 67 77 34 62 10 50 1991 40 1975 33 1962 27 G' 42.3 31.3 50.8 38.0 58.7 44.3 66.0 50.3 72.8 55.9 79.1 61.2 85.0 66.3 1359 1114 17 1005 1099 928 10 869 955 824 906 788 865 759 G' 57.6 44.2 63.4 49.6 67.5 53.8 70.3 56.9 72.3 59.4 73.6 61.3 74.6 62.8 15 1257 1382 14 1283 1096 19 1045 1152 1005 1106 974 1069 948 G' 59.6 45.7 66.6 52.2 72.0 57.3 76.1 61.6 79.3 65.1 81.8 68.0 83.8 70.5 61 1380 1538 1300 1450 1242 1383 1198 1331 14 1290 1136 1256 1114 G' 61.2 46.9 69.2 54.0 75.5 60.0 80.6 65.1 84.8 69.4 88.2 73.1 91.1 76.3 1900 1572 04 1515 1733 1473 80 1441 38 14 05 1396 1578 1380 G' 63.6 48.6 72.9 56.7 80.7 63.8 87.2 70.0 92.8 75.4 97.6 80.3 101.8 84.6 2347 84 2301 62 67 46 42 34 24 06 17 2193 10 G' 67.5 51.2 78.9 60.8 89.0 69.5 97.8 77.3 105.7 84.5 112.7 91.1 119.0 97.1 2347 84 2301 62 67 46 42 34 24 06 17 2193 10 G' 70.6 53.1 83.6 63.8 95.3 73.5 105.9 82.6 115.5 91.0 124.3 98.8 132.3 106.1 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3/" t f 3/8". For attachment to base steel with range 1/8" t f < 3/", diaphragm shear values 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. 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 15 121

3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 36/7 914/9 914/9 () 914/7 914/7 (36/7) c Limit States Design (LSD) - ed resistance diaphragm shears,, (N/mm) and stiffness factors, 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-HSN 24 fasteners with 914/9 () or 914/7 (36/7) end and interior support fastener patterns 1,2,3,4,5 Hilti SLC 6,7,8 900 mm 152 O.C. mm 150 mm O.C. 75 mm O.C. 150 mm O.C. 150 mm O.C. 150 mm O.C. 914/9 9 7 9 7 9 7 9 7 9 7 9 7 9 7.1 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' 9.0 8.5 9.8 9.1 10.3 9.5 10.7 9.7 10.9 9.8 11.0 9.9 11.0 9.9 714 mm 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 10.7 11.7 10.9 11.9 11.0.3 13.7.2 12.3 14.7 11.3 13.6 10.6 12.6 10.1 11.8 9.6 11.2 9.3 G' 9.4 9.0 10.4 9.9 11.1 10.5 11.6 11.0 12.1 11.4 12.4 11.7 12.6 11.9.3 15.9.4 14.6 17.0 13.8.0 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 12.9 12.4 13.4 12.9 13.8 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 14.4 14.1 15.1 14.8 15.7 15.5 31.2* 27.1 30.5 26.7 30.0 26.4 29.6 26.2 26.8 26.1 21.2 21.2 17.2 17.2 G' 10.5 10.4 12.0 12.0 13.4 13.3 14.6 14.5 15.6 15.5.5.4 17.3 17.2 714 mm 21.4 15.1.4 13.1.2 11.7 14.4 10.6 13.0 9.8 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 13.7 12.2 23.0.9.2 15.0.1 13.7.6 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 14.9 13.7 15.0 13.8 24.6.6 21.9.8 19.9 15.6.5 14.7 17.4 14.0.4 13.4 15.7 13.0 G' 13.1 12.4 14.2 13.3 14.9 13.9 15.3 14.3 15.7 14.6 15.9 14.9.0 15.0 27.4 21.7 25.0.2 23.3 19.0 21.9.2.9 17.6.1 17.1 19.4.7 G' 13.5 13.0 14.8 14.2 15.7 15.0.4 15.7 17.0.2 17.4.6 17.7 17.0 34.2 28.9 32.5 27.9 31.3 27.2 30.4 26.6 29.6 26.2 27.6 25.8.4.4 G' 14.4 14.1.0 15.7 17.3 17.0.4.1 19.3.9.0 19.7.7.3 41.9* 36.5 41.2* 36.1 40.6* 35.8 40.2* 35.5 35.0 35.0 27.6 27.6.4.4 G' 15.1 15.0 17.1 17.0.8.6.2.0 21.3 21.2.3.2 23.2 23.1 26.4.8.8.4.2 14.7.1 13.4.4 12.4 15.2 11.6 14.1 11.0 G' 19.3 17.3 19.6 17.3 19.5 17.2 19.2.9.9.5.5.2.2 15.9 28.5 21.1 25.1.8.6 17.2.8.1 19.4 15.2.1 14.5 17.0 13.9 G' 19.9.2.5.6.7.7.7.7.5.5.4.4.2.3 30.5 23.3 27.3 21.2 25.0 19.7 23.2.5 21.8 17.7.8 17.0 19.9.5 G'.5 19.0 21.3 19.7 21.7.0 21.9.2 21.9.2 21.9.2 21.8.2 34.2 27.3 31.3 25.4 29.2 24.1 27.7 23.1 26.4.4 25.4 21.8 24.6 21.3 G' 21.4.3.6 21.3 23.3.1 23.8.5 24.2.9 24.4 23.2 24.6 23.3 42.7 36.3 40.8 35.1 39.4 34.3 38.3 33.6 37.4 33.1 36.7 32.8 32.1 32.1 G' 23.2.6 25.1 24.5 26.5 25.8 27.6 26.9 28.4 27.8 29.1 28.5 29.7 29.1 52.1* 45.4 51.2* 44.9 50.6* 44.6 50.1* 44.3 49.8 44.1 39.6 39.6 32.1 32.1 G' 25.0 24.7 27.5 27.3 29.5 29.2 31.1 30.8 32.4 32.1 33.5 33.2 34.4 34.2 29.3.8 25.3.2.5.4.3 15.1.5 14.0 17.1 13.1 15.9 12.4 G' 26.1.9 25.7.4 25.1 21.7 24.3 21.0 23.6.4.9 19.8.3 19.3 31.7 23.5 27.9 21.0 25.2 19.3 23.2.0 21.7 17.1.4.3 19.3 15.7 G' 27.1 24.4 27.1 24.2 26.8 23.9 26.3 23.5 25.9 23.1 25.4.7 24.9.4 33.9 26.0 30.4 23.7 27.9.1 26.0.9 24.5 19.9 23.3 19.2.3.6 G' 28.1 25.6 28.4 25.8 28.3 25.8 28.1 25.6 27.8 25.4 27.5 25.2 27.2 25.0 38.1 30.5 35.0 28.5 32.7 27.1 31.0 26.0 29.7 25.2 28.6 24.6 27.7 24.0 G' 29.6 27.7 30.4 28.5 30.9 28.9 31.0 29.1 31.1 29.2 31.1 29.3 31.1 29.3 47.6 40.6 45.5 39.3 44.0 38.4 42.9 37.8 42.0 37.2 41.3 36.8 40.1 36.5 G' 32.8 31.7 34.6 33.5 35.9 34.8 36.9 35.8 37.6 36.5 38.1 37.1 38.5 37.6 57.8 50.4 56.9 49.9 56.3 49.6 55.8 49.3 55.4 49.1 49.5 49.0 40.1 40.1 G' 36.0 35.6 38.8 38.4 40.9 40.5 42.6 42.1 43.9 43.5 45.0 44.6 45.9 45.5 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 5 mm t f 10 mm. For attachment to base steel thickness with range 3 mm t f < 5 mm, diaphragm shear values 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 0.65 for wind loads. To calculate LRFD 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. *For noted diaphragm shear values, please see footnote 2 of Table 10 (page 111) of this document 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 15

c X-HSN 24 for Fastening Deck to Bar Joist 3.5.2 36/4 914/5 914/5 (36/5) 914/4 914/4 (36/4) Limit States Design (LSD) - ed resistance diaphragm shears,, (N/mm) and stiffness factors, 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-HSN 24 fasteners with 914/5 (36/5) or 914/4 (36/4) end and interior support fastener patterns 1,2,3,4,5 Hilti 36/5 SLC 6,7,8 900 mm 152 O.C. mm 150 mm 36/7O.C. 75 mm 152 O.C. mm 150 mm 152 O.C. mm 450 mm O.C. 300 mm O.C. 150 mm O.C. 150 mm O.C. 914/7 914/5 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' 2.3 1.7 2.7 2.0 3.1 2.3 3.5 2.6 3.8 2.9 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 3.1 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' 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.2 3.1 4.6 3.5 4.9 3.8 17.2 13.9.7 13.7.3 13.5.1 13.4 15.9 13.3 15.7 13.2 15.6 13.1 914/9 914/7 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 17.2 13.9.7 13.7.3 13.5.1 13.4 15.9 13.3 15.7 13.2 15.6 13.1 G' 2.4 1.8 3.0 2.2 3.5 2.6 4.0 3.0 4.5 3.3 5.0 3.7 5.4 4.0 13.5 11.0 11.9 9.9 10.8 9.1 10.0 8.5 9.3 8.0 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 6.6 5.1.4 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 6.4 5.0 6.9 5.4.7 15.4 17.6 14.8.8 14.3.3 14.0 15.8 13.7 15.5 13.5 15.2 13.3 914/9 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 23.1.6.6.4.2.2 21.9.1 21.7 17.9 21.5 17.8 21.3 17.8 G' 3.8 2.8 4.6 3.4 5.3 3.9 6.0 4.5 6.7 5.0 7.3 5.5 7.9 6.0 714 mm 23.1.6.6.4.2.2 21.9.1 21.7 17.9 21.5 17.8 21.3 17.8 G' 3.8 2.8 4.7 3.4 5.5 4.0 6.2 4.6 6.9 5.2 7.6 5.7 8.3 6.3.8 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 7.3 5.5 8.0 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 8.5.4.9.9 15.9 17.8 15.2.9 14.6.3 14.2 15.7 13.9 15.3 13.6 G' 6.6 5.0 7.7 5.9 8.6 6.7 9.4 7.4 10.1 8.0 10.7 8.6 11.2 9.1 23.3 19.3.1.5 21.2.0.5 17.6.0 17.3 19.6 17.0 19.2.8 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 9.8 714 mm 28.8 23.1 28.2.8 27.7.6 27.4.5 27.2.3 27.0.2 26.8.2 G' 7.1 5.3 8.5 6.4 9.7 7.4 10.8 8.3 11.9 9.2 12.8 10.0 13.7 10.8 28.8 23.1 28.2.8 27.7.6 27.4.5 27.2.3 27.0.2 26.8.2 G' 7.3 5.4 8.8 6.6 10.2 7.7 11.4 8.7 12.6 9.7 13.7 10.6 14.8 11.5.6 15.3.6 13.8 15.1 12.7 14.0 11.9 13.1 11.3 12.4 10.8 11.9 10.4 G' 10.0 7.7 11.1 8.6 11.8 9.4 12.3 9.9 12.7 10.4 12.9 10.7 13.1 11.0.8 17.2 19.0.0 17.6 15.0.6 14.3 15.8 13.8 15.2 13.4 14.7 13.0 G' 10.4 7.9 11.6 9.1 12.6 10.0 13.3 10.7 13.9 11.4 14.3 11.9 14.7 12.3.8.9 21.1 17.8 19.9 17.0 19.0.4.3.0 17.7 15.6 17.2 15.3 G' 10.6 8.1 12.0 9.4 13.2 10.4 14.1 11.3 14.8 12.1 15.4 12.8.0 13.3 26.0 21.5 24.7.7 23.7.1 23.0 19.7.4 19.4.0 19.1 21.6.9 G' 11.0 8.4 12.7 9.8 14.0 11.1 15.2 12.2.2 13.1 17.0 14.0 17.8 14.8 32.0 25.6 31.4 25.3 30.9 25.1 30.6 25.0 30.3 24.8 30.1 24.7 29.9 24.7 G' 11.7 8.9 13.7 10.5 15.5 12.0 17.0 13.4.4 14.7 19.6 15.8.7.9 32.0 25.6 31.4 25.3 30.9 25.1 30.6 25.0 30.3 24.8 30.1 24.7 29.9 24.7 G' 12.2 9.2 14.5 11.0.5 12.7.4 14.3.1 15.8 21.6 17.1 23.0.4 1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 5 mm t f 10 mm. For attachment to base steel thickness with range 3 mm t f < 5 mm, diaphragm shear values 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 0.65 for wind loads. To calculate LRFD 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. 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 15 123

3.5.2 X-HSN 24 for Fastening Deck to Bar Joist c Limit States Design-ed resistance diaphragm tables for deck fasteners (Canada) Diaphragm Table 36-7 with X-HSN 24 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-HSN 24 w/screwed sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=7 (every flute) Span (mm) Connection #10 screw at #10 screw at #10 screw at #10 screw at 150 mm O.C. Deck gauge thickness 10 Strength, 6.5 7.9 10.2 12.8 6.5 7.9 10.2 12.8 8.3 10.1 13.3.7 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 12.6.6.7 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 11.9.6 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 with X-HSN 24 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-HSN 24 w/screwed sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=4 (every other flute) Span (mm) Connection #10 screw at #10 screw at #10 screw at #10 screw at 150 mm O.C. deck gauge thickness 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 12.8.0 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 6 103 462 294 156 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 1 106 415 272 154 100 405 262 145 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 0 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 5 92 59 Diaphragm Table 36-7 with X-HSN 24 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-HSN 24 w/button punch sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=7 (every flute) Span (mm) Connection Button Punch Button Punch Button Punch Button Punch 150 mm O.C. deck gauge thickness 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 1 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 11.6.6 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 11.2.0 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 F u = 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 15

c X-HSN 24 for Fastening Deck to Bar Joist 3.5.2 Limit States Design-ed resistance diaphragm tables for deck fasteners (Canada) Diaphragm Table 36-4 with X-HSN 24 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-HSN 24 w/button punch sidelaps (Canada only) 1,2,3 No. of transverse nails per 900 mm wide deck units=4 (every other flute) Span (mm) Connection Button Punch Button Punch Button Punch Button Punch 150 mm O.C. Deck gauge thickness 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 0 141 599 388 214 135 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 1 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 1 111 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 8 124 337 236 149 107 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 6 125 3 5 145 106 Diaphragm Table 24-5 with X-HSN 24 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-HSN 24 w/button punch sidelaps (Canada only) No. of transverse nails per 600 mm wide deck units=5 (every flute) Span (mm) Connection Button Punch Button Punch Button Punch Button Punch 150 mm O.C. Deck gauge thickness 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 9 139 262 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 5 136 233 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 1 289 238 7 157 268 0 171 143 233 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 4 272 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 0 234 193 152 127 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 3 269 2 6 287 242 195 6 235 195 154 129 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 F u = 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 15 125

3.5.2 X-HSN 24 for Fastening Deck to Bar Joist 3.5.2.4 Ordering Information DX 860-HSN Decking System Tools Description Notes Qty DX 860-HSN Stand-Up Decking Tool Use-on-Demand service provides daily rental 1 pcs Accessories Description Notes Qty HSN Piston and Brake Spares Pack Replacement piston and brake for DX 860-HSN 1 pcs Fasteners (Combos with 40-strip Cartridges) Description Base Steel Thickness Qty X-HSN 24 bulk fastener/cartridge combo 1/8" (3 mm) t f 3/8" (10 mm) 2,000 pcs X-HSN 24 pallet fastener/cartridge combo 1/8" (3 mm) t f 3/8" (10 mm) 32,000 pcs DX 460-SM Decking System Tools Description Notes Qty DX 460-SM Hand Held Decking Tool 1 pcs Accessories Description Notes Qty 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) Description Base Steel Thickness Qty X-HSN 24 bulk fastener/cartridge combo 3/" (5 mm) t f 3/8" (10 mm) 1,000 pcs X-HSN 24 pallet fastener/cartridge combo 3/" (5 mm) t f 3/8" (10 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 15