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Deck Fasteners for Attachment to Bar Joist 3.5.2

Steel Deck Fastening Systems

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 2013 117

3.5.2.1 Product Description

3.5.2.2 MaterialSpecifications

3.5.2.3 Technical Data

3.5.2.4 Ordering Information

X-EDNK22 THQ12M

X-EDN19 THQ12M

3.5.2.1 Product DescriptionThe 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-EDNK22 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-EDNK22 THQ12M 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 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.

3.5.2.2 Material SpecificationsFastener

DesignationFastener Material

Fastener Plating

Nominal Fastener Hardness

X-EDN19 THQ12 Carbon Steel 5 µm Zinc1 55 HRCX-EDNK22 THQ12 Carbon Steel 5 µm Zinc1 55 HRC

1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 for more information.

3.5.2.3 Technical DataAllowable Pullout Loads for Attachments to Steel Base Material lb (kN)1, 2, 3,4

FastenerBase Material Thickness (in.)

1/8 3/16 1/4 3/8X-EDN19 THQ12 – 340 (1.52) 440 (1.97) 540 (2.42)

X-EDNK22 THQ12 435 (1.95) 520 (2.33) 520 (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.

Allowable Pullover and Shear Bearing Loads for Attaching Steel Deck 3,4,5

Fastener

Steel Deck Gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239) 26 (0.0179)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

X-EDN19 THQ121 725 975 575 785 435 600 355 500 325 410 235 310X-EDNK22 THQ122 (3.19) (4.29) (2.53) (3.45) (1.91) (2.64) (1.56) (2.20) (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.

Approvals/ListingsICC-ES (International Code Council) ESR-2776, ESR-2197, ESR-1735P, ESR-1414COLA (City of Los Angeles) RR 25877, RR 25296FM (Factory 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.RefertoFMRoofNavforspecificassembly listings.UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)ABS (American Bureau of Shipping)

3.5.2 Deck Fasteners for Attachment to Bar Joist


118 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 2013

Allowable Stress Design (ASD)- Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4

GaugeSidelap Spacing

Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

Fasteners Per Sheet To Support9 7 9 7 9 7 9 7 9 7 9 7 9 7

22

36" O.C.SASD 715 499 612 431 529 378 467 341 421 313 388 292 363 277G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 56.5 62.9 56.5

24" O.C.SASD 765 554 666 489 596 444 534 408 488 380 455 360 430 344G' 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

18" O.C.SASD 813 607 719 545 651 501 601 469 555 445 522 426 497 410G' 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

12" O.C.SASD 903 706 817 649 755 610 708 580 672 558 643 540 620 526G' 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

6" O.C.SASD 1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760G' 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

20

36" O.C.SASD 948 668 815 581 715 517 635 468 575 432 528 403 495 383G' 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

24" O.C.SASD 1021 749 894 665 804 607 734 564 673 530 627 502 593 481G' 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

18" O.C.SASD 1090 825 970 745 883 690 819 649 769 618 725 594 692 574G' 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" O.C.SASD 1218 964 1110 894 1032 844 973 808 927 779 891 757 861 739G' 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

6" O.C.SASD 1522 1288 1447 1241 1392 1208 1350 1183 1317 1164 1222 1149 990 990G' 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

18

36" O.C.SASD 1171 831 1010 724 895 651 800 593 726 548 669 513 623 485G' 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

24" O.C.SASD 1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614G' 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

18" O.C.SASD 1355 1033 1210 937 1106 870 1028 821 968 784 920 754 881 730G' 117.6 108.7 122.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9

12" O.C.SASD 1519 1211 1390 1127 1296 1068 1226 1024 1171 991 1128 964 1092 942G' 122.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3

6" O.C.SASD 1519 1211 1390 1145 1296 1106 1243 1077 1205 1054 1175 1037 1150 1022G' 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-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8.

2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolvingearthquake,multiplyvaluesintableby2.35anddividebyasafetyfactor(Ω)of2.50.Panelbucklinghasbeenchecked.

3 At diaphragm perimeter, Hilti frame fasteners should be spaced at identical spacing as sidelap connectors.4 Interpolation of diaphragm shear strengths and stiffness factors is allowed between span dimensions, sidelap spacings and deck gauge. Alternatively, use

calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.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

sidelap connector.6 For high tensile strength (fu > 65 ksi) 18 gauge steel deck, use S-SLC 02 M HWH. More information on Hilti Sidelap Connectors (SLC) can be found in

Section 3.5.4.7 FordiaphragmshearloadvaluesusingHilti#10HWHscrews,usetheHiltiProfisDFDiaphragmsoftwareorcontactHiltiat877-749-6337ordeck@hilti.com.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Allowable Stress Design (ASD)- Allowable Diaphragm Shears, SASD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 448 365 393 325 354 296 325 275 299 257 280 242 265 232G' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 16.6 23.5 18.0 24.9 19.3

24" O.C.SASD 495 407 444 372 408 346 380 327 359 312 343 300 329 290G' 13.4 9.8 16.1 11.8 18.5 13.7 20.7 15.5 22.7 17.2 24.6 18.8 26.2 20.2

18" O.C.SASD 537 445 491 414 457 391 432 374 412 360 397 350 384 341G' 13.5 9.8 16.3 12.0 18.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2 20.9

12" O.C.SASD 612 508 573 484 545 466 524 453 507 442 494 434 483 427G' 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2 18.1 26.4 20.0 28.5 21.7

6" O.C.SASD 766 623 744 611 729 603 717 597 707 592 700 588 694 585G' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.9 20.8 30.3 22.8

20

36" O.C.SASD 600 490 530 439 479 403 442 376 413 355 387 338 368 324G' 20.4 15.0 23.9 17.8 26.9 20.3 29.4 22.5 31.6 24.5 33.4 26.2 35.1 27.8

24" O.C.SASD 666 550 602 506 556 474 522 450 495 431 474 416 456 404G' 20.7 15.2 24.4 18.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6

18" O.C.SASD 727 603 668 564 626 536 595 515 570 499 551 485 535 475G' 20.9 15.4 24.9 18.5 28.4 21.4 31.6 24.0 34.5 26.5 37.0 28.8 39.5 30.9

12" O.C.SASD 830 688 783 659 748 638 722 622 702 610 686 600 673 592G' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.1 41.8 32.6

6" O.C.SASD 830 688 783 659 748 638 722 622 702 610 686 600 673 592G' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 29.1 42.0 31.9 45.5 34.8

18

36" O.C.SASD 745 609 660 549 599 505 554 473 519 447 492 427 467 411G' 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

24" O.C.SASD 830 687 753 634 698 596 657 567 624 545 599 527 578 512G' 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

18" O.C.SASD 907 753 838 708 788 675 750 650 721 631 698 615 678 602G' 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

12" O.C.SASD 907 753 838 708 788 675 750 650 721 631 698 615 678 602G' 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

6" O.C.SASD 985 804 954 788 932 776 914 766 901 759 890 754 881 749G' 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


2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving earthquake,multiplyvaluesintableby2.35anddividebyasafetyfactor(Ω)of2.50.Panelbucklinghasbeenchecked.





152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD)- Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/9 or 36/7 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 1174 820 1005 708 869 622 768 560 692 514 638 481 596 455

G' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 62.1 56.2 62.5 56.5 62.9 56.5

24" O.C.SLRFD 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

18" O.C.SLRFD 1336 998 1181 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

12" O.C.SLRFD 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

6" O.C.SASD 1846 1547 1742 1482 1667 1436 1610 1402 1565 1375 1501 1354 1216 1216G' 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

20

36" O.C.SLRFD 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

24" O.C.SLRFD 1678 1230 1469 1093 1321 997 1206 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

18" O.C.SLRFD 1791 1355 1593 1225 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

12" O.C.SLRFD 2001 1585 1823 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

6" O.C.SLRFD 2501 2116 2377 2039 2287 1985 2218 1944 2165 1913 1956 1888 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

18

36" O.C.SLRFD 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

24" O.C.SLRFD 2080 1536 1828 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

18" O.C.SLRFD 2227 1697 1988 1540 1817 1430 1689 1350 1590 1288 1511 1239 1447 1200

G' 117.6 108.7 122.0 112.4 123.5 113.6 125.0 114.9 125.0 114.9 125.0 114.9 123.5 114.9

12" O.C.SLRFD 2496 1990 2283 1852 2130 1755 2014 1683 1925 1628 1853 1584 1795 1549

G' 122.0 116.3 128.9 121.7 133.1 125.7 135.8 128.3 137.6 130.2 138.8 131.6 138.9 133.3

6" O.C.SLRFD 2496 1990 2283 1881 2130 1817 2042 1769 1980 1733 1931 1703 1890 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


2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolvingearthquake,dividevaluesintableby0.70andmultiplybyaphifactor(Φ)of0.65.Panelbucklinghasbeenchecked.





152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD)- Factored Resistance Diaphragm Shears, SLRFD, (plf) and Stiffness Factors, G', (kips/in.) for Standard 1-1/2" Deep Flutes, 6" Center-to-Center Steel Deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 36/5 or 36/4 End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 737 599 646 534 582 487 534 452 491 422 460 398 436 381

G' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 16.6 23.5 18.0 24.9 19.3

24" O.C.SLRFD 813 669 729 611 670 569 625 537 590 513 563 493 540 477

G' 13.4 9.8 16.1 11.8 18.5 13.7 20.7 15.5 22.7 17.2 24.6 18.8 26.2 20.2

18" O.C.SLRFD 883 732 806 680 751 643 710 614 678 592 652 574 631 560

G' 13.5 9.8 16.3 12.0 18.8 14.0 21.2 15.8 23.4 17.6 25.4 19.3 27.2 20.9

12" O.C.SLRFD 1006 835 942 795 896 766 861 744 833 726 811 712 793 701

G' 13.7 9.9 16.6 12.1 19.3 14.2 21.8 16.2 24.2 18.1 26.4 20.0 28.5 21.7

6" O.C.SASD 1259 1023 1223 1005 1197 991 1178 981 1162 973 1150 967 1140 962G' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.9 20.8 30.3 22.8

20

36" O.C.SLRFD 985 805 870 722 788 662 727 618 679 583 636 556 605 532

G' 20.4 15.0 23.9 17.8 26.9 20.3 29.4 22.5 31.6 24.5 33.4 26.2 35.1 27.8

24" O.C.SLRFD 1095 904 989 831 914 779 857 739 813 708 778 684 750 663

G' 20.7 15.2 24.4 18.2 27.8 21.0 30.7 23.4 33.3 25.7 35.6 27.7 37.6 29.6

18" O.C.SLRFD 1194 991 1098 928 1029 882 977 847 937 820 905 798 878 780

G' 20.9 15.4 24.9 18.5 28.4 21.4 31.6 24.0 34.5 26.5 37.0 28.8 39.5 30.9

12" O.C.SLRFD 1364 1131 1286 1083 1230 1049 1187 1023 1154 1002 1127 986 1105 972

G' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.1 41.8 32.6

6" O.C.SLRFD 1364 1131 1286 1083 1230 1049 1187 1023 1154 1002 1127 986 1105 972

G' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 29.1 42.0 31.9 45.5 34.8

18

36" O.C.SLRFD 1224 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

24" O.C.SLRFD 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

18" O.C.SLRFD 1490 1238 1377 1163 1295 1109 1233 1068 1185 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

12" O.C.SLRFD 1490 1238 1377 1163 1295 1109 1233 1068 1185 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

6" O.C.SLRFD 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


2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving earthquake,dividevaluesintableby0.70andmultiplybyaphifactor(Φ)of0.65.Panelbucklinghasbeenchecked.





152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N/mm) and Stiffness Factors, G', (103 N/mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 914/9 (36/9) or 914/7 (36/7) End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 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 6.3G' 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

600 mm O.C.SLSD 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 7.8G' 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

450 mm O.C.SLSD 18.3 13.7 16.2 12.3 14.7 11.3 13.6 10.6 12.6 10.1 11.8 9.6 11.2 9.3G' 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

300 mm O.C.SLSD 20.3 15.9 18.4 14.6 17.0 13.8 16.0 13.1 15.2 12.6 14.5 12.2 14.0 11.9G' 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

150 mm O.C.SLSD 25.3 21.2 23.9 20.3 22.8 19.7 22.1 19.2 21.4 18.8 21.0 18.6 17.2 17.2G' 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

20

900 mm O.C.SLSD 21.4 15.1 18.4 13.1 16.2 11.7 14.4 10.6 13.0 9.8 12.0 9.1 11.2 8.7G' 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

600 mm O.C.SLSD 23.0 16.9 20.2 15.0 18.1 13.7 16.6 12.8 15.3 12.0 14.2 11.4 13.4 10.9G' 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

450 mm O.C.SLSD 24.6 18.6 21.9 16.8 19.9 15.6 18.5 14.7 17.4 14.0 16.4 13.4 15.7 13.0G' 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

300 mm O.C.SLSD 27.4 21.7 25.0 20.2 23.3 19.0 21.9 18.2 20.9 17.6 20.1 17.1 19.4 16.7G' 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

150 mm O.C.SLSD 34.0 28.8 32.3 27.7 31.1 27.0 30.2 26.4 29.4 26.0 27.6 25.6 22.4 22.4G' 14.4 14.1 16.0 15.7 17.3 17.0 18.4 18.1 19.3 18.9 20.0 19.6 20.8 20.4

18

900 mm O.C.SLSD 26.4 18.8 22.8 16.4 20.2 14.7 18.1 13.4 16.4 12.4 15.2 11.6 14.1 11.0G' 19.2 17.3 19.6 17.3 19.5 17.2 19.2 16.9 18.9 16.5 18.5 16.2 18.2 15.9

600 mm O.C.SLSD 28.5 21.1 25.1 18.8 22.6 17.2 20.8 16.1 19.4 15.2 18.1 14.5 17.0 13.9G' 20.0 18.2 20.5 18.6 20.7 18.7 20.7 18.7 20.5 18.5 20.4 18.4 20.0 18.2

450 mm O.C.SLSD 30.5 23.3 27.3 21.2 25.0 19.7 23.2 18.5 21.8 17.7 20.8 17.0 19.9 16.5G' 20.4 18.9 21.3 19.6 21.7 20.0 21.7 20.0 21.7 20.4 21.7 20.4 21.7 20.4

300 mm O.C.SLSD 34.0 27.1 31.1 25.2 29.0 23.9 27.5 22.9 26.2 22.2 25.2 21.5 24.4 21.1G' 21.3 20.4 22.6 21.3 23.3 22.1 23.8 22.5 24.2 22.9 24.4 23.2 24.4 23.3

150 mm O.C.SLSD 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 22.8G' 23.3 22.7 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-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8.

2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving earthquake,dividevaluesintableby0.65andmultiplybyaphifactor(Φ)of0.60.Panelbucklinghasbeenchecked.


calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.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



152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/9 (36/9)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/7 (36/7)

c




Limit States Design (LSD)- Factored Resistance Diaphragm Shears, SLSD, (N/mm) and Stiffness Factors, G', (103 N/mm) for Standard 38 mm Deep Flutes, 152 mm Center-to-Center Steel Deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) Installed with Hilti X-EDN19 or X-EDNK22 Fasteners with 914/5 (36/5) or 914/4 (36/4) End and Interior Support Fastener Patterns1,2,3,4


Hilti SLC5,6,7

Factor

Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 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 5.2G' 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

600 mm O.C.SLSD 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 6.5G' 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

450 mm O.C.SLSD 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 7.7G' 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

300 mm O.C.SLSD 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 9.6G' 2.4 1.7 2.9 2.1 3.3 2.5 3.8 2.8 4.2 3.1 4.6 3.5 5.0 3.8

150 mm O.C.SLSD 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 13.0G' 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

20

900 mm O.C.SLSD 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 7.3G' 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

600 mm O.C.SLSD 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 9.1G' 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

450 mm O.C.SLSD 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 10.7G' 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

300 mm O.C.SLSD 18.6 15.4 17.5 14.7 16.7 14.3 16.2 13.9 15.7 13.6 15.3 13.4 15.0 13.2G' 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

150 mm O.C.SLSD 18.6 15.4 17.5 14.7 16.7 14.3 16.1 13.9 15.7 13.6 15.3 13.4 15.0 13.2G' 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

18

900 mm O.C.SLSD 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 9.3G' 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

600 mm O.C.SLSD 18.7 15.5 17.0 14.3 15.7 13.4 14.8 12.8 14.1 12.3 13.5 11.9 13.0 11.6G' 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

450 mm O.C.SLSD 20.3 16.8 18.8 15.8 17.6 15.1 16.8 14.5 16.1 14.1 15.6 13.7 15.2 13.4G' 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

300 mm O.C.SLSD 20.3 16.8 18.8 15.8 17.6 15.1 16.8 14.5 16.1 14.1 15.6 13.7 15.2 13.4G' 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

150 mm O.C.SLSD 22.0 17.9 21.3 17.6 20.8 17.3 20.4 17.1 20.1 16.9 19.8 16.8 19.6 16.7G' 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-EDNK22 fasteners should be calculated in accordance with Section 3.5.1.8.

2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving earthquake,dividevaluesintableby0.65andmultiplybyaphifactor(Φ)of0.60.Panelbucklinghasbeenchecked.


calculations as discussed in Section 3.5.1.8 to determine diaphragm shear strengths and stiffness factors directly.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



152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/5 (36/5)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/4 (36/4)

c




Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened w/Hilti X-EDNK22/EDN19 w/screwed sidelaps (Canada only)1,2,3

Diaphragm Table 36-7 w/X-EDNK22/EDN19 Metric

No. of Transverse Nails per 900 mm Wide Deck Units=7 (every flute)

Span (mm)Sidelap Connection #10 Screw at 600 mm O.C. #10 Screw at 450 mm O.C. #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C.

Deck Gauge Thickness 22 20 18 16 22 20 18 16 22 20 18 16 22 20 18 16

1200Strength, SLSD 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 18.4 23.1

Flexibility Factor, F 120 88 60 45 120 88 60 45 110 79 52 38 101 71 45 32

1500Strength, SLSD 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 22.0


1800Strength, SLSD 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


2100Strength, SLSD 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 20.7


2400Strength, SLSD 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 20.3


2700Strength, SLSD 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


3000Strength, SLSD 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


Diaphragm Table 36-4 w/ X-EDNK22/EDN19 Metric

Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel nestable deck fastened w/Hilti X-EDNK22/EDN19 w/screwed sidelaps (Canada only)1,2,3

No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute)

Span (mm)Sidelap Connection #10 Screw at 600 mm O.C. #10 Screw at 450 mm O.C. #10 Screw at 300 mm O.C. #10 Screw at 150 mm O.C.


1200Strength, SLSD 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


1500Strength, SLSD 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


1800Strength, SLSD 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


2100Strength, SLSD 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


2400Strength, SLSD 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


2700Strength, SLSD 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


3000Strength, SLSD 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



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened w/Hilti X-EDNK22/EDN19 (Canada only)1,2,3


Span (mm)Sidelap Connection Button Punch 600 mm O.C. Button Punch 450 mm O.C. Button Punch 300 mm O.C. Button Punch 150 mm O.C.


1200Strength, SLSD 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


1500Strength, SLSD 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 18.2


1800Strength, SLSD 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


2100Strength, SLSD 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


2400Strength, SLSD 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


2700Strength, SLSD 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


3000Strength, SLSD 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


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.

c




Limit States Design-Factored Resistance Diaphragm Tables for Deck Fasteners (Canada)Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 38 mm deep steel deck fastened w/Hilti X-EDNK22/EDN19 (Canada only)1,2,3

Diaphragm Table 36-4 w/X-EDNK22/EDN19 Metric

No. of Transverse Nails per 900 mm Wide Deck Units=4 (every other flute)



1200Strength, SLSD 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


1500Strength, SLSD 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


1800Strength, SLSD 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


2100Strength, SLSD 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


2400Strength, SLSD 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


2700Strength, SLSD 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


3000Strength, SLSD 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



Limit States Design (LSD)-Factored Resistance Diaphragm Shear, q, (N/mm) and Flexibility Factor, F, (mm x 10-6/N) for 75 mm deep steel deck fastened with Hilti X-EDNK22/EDN19 (Canada only)1, 2, 3




2400Strength, SLSD 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


2700Strength, SLSD 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


1800Strength, SLSD 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


3300Strength, SLSD 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


3600Strength, SLSD 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


3900Strength, SLSD 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


4200Strength, SLSD 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


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.

c

Note: Reference pages 122-123 for generally higher diaphragm capacities with Hilti Sidelap Connectors (SLC).




3.5.2.4 Ordering Information

DX 860-HSN Decking SystemToolsDescription Notes Qty

DX 860-HSN Stand-Up Decking Tool Use on Demand service provides daily rental 1 pcs

AccessoriesDescription Notes QtySpare Set (HSN Piston and Brake) Piston and brake for DX 860-HSN 1 pcs

Fasteners (Combos with 40-strip Cartridges)Description Notes QtyX-EDN19 Bulk Fastener/Cartridge Combo 3/16"(5mm)≤tf≤3/8" (10 mm) 2,000 pcsX-EDN19 Pallet Fastener/Cartridge Combo 3/16"(5mm)≤tf≤3/8" (10 mm) 32,000 pcsX-EDNK22 Bulk Fastener/Cartridge Combo 1/8"(3mm)≤tf≤1/4" (6 mm) 2,000 pcsX-EDNK22 Pallet Fastener/Cartridge Combo 1/8"(3mm)≤tf≤1/4" (6 mm) 32,000 pcs

DX 460-SM Decking SystemToolsDescription Notes QtyDX 460-SM Hand Held Decking Tool 1 pcs

AccessoriesDescription Notes QtyMagazine X-SM Replacement magazine for DX 460-SM 1 pcsPiston X-AP PSM Replacement piston for DX 460-SM 1 pcsBuffer (reinforced) X-460-B Replacement buffer for DX-460-SM 1 pcs

Fasteners (Combos with 10-strip Cartridges for DX 460-SM)Description Notes QtyX-EDN19 Bulk Fastener/Cartridge Combo 3/16"(5mm)≤tf≤3/8" (10 mm) 1,000 pcsX-EDN19 Pallet Fastener/Cartridge Combo 3/16"(5mm)≤tf≤3/8" (10 mm) 32,000 pcsX-EDNK22 Bulk Fastener/Cartridge Combo 1/8"(3mm)≤tf≤1/4" (6 mm) 1,000 pcsX-EDNK22 Pallet Fastener/Cartridge Combo 1/8"(3mm)≤tf≤1/4" (6 mm) 32,000 pcs

steel deck fastening systems deck fasteners for …€¦ · deck fasteners for attachment to bar...

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