36 '' 1-1 / 2 ''
152 mm 36 '' 914 mm1-1 / 2 ''
38 mm
Steel Deck Fastening Systems
X-ENP-19 for Fastening Deck to Structural Steel 1.3
36 / 5 36 / 4
914 / 5
6 '' 6 '' 152 mm
36 '' 1-1 / 2 ''
36 '' 914 mm1-1 / 2 ''
Allowable Stress Design ( ASD ) -Allowable diaphragm shears , S ASD , ( plf ) and stiffness factors , G ', ( kips / in .) for standard
1-1 / 2 " deep flutes , 6 " center-to-center steel deck ( F y ≥ 33 ksi ; F u
≥ 45 ksi ) installed with Hilti X-ENP-19 L15 fasteners with 36 / 5 or 36 / 4 end and interior support fastener patterns 1 , 2 , 3 , 4 , 5
Gauge
22
20
18
16
Sidelap spacing Hilti SLC 6 , 7 , 8
36 " O . C .
24 " O . C .
18 " O . C .
12 " O . C .
6 " O . C .
3 " O . C .
36 " O . C .
24 " O . C .
18 " O . C .
12 " O . C .
6 " O . C .
3 " O . C .
36 " O . C .
24 " O . C .
18 " O . C .
12 " O . C .
6 " O . C .
3 " O . C .
36 " O . C .
24 " O . C .
18 " O . C .
12 " O . C .
6 " O . C .
3 " O . C .
Factor 36 / 7
|
|
|
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
504 410 442 365 398 333 365 309 336 288 315 272 298 260 6 ''
6 '' G ' 13.6 9.9 16.3 11.9 18.8 13.8 21.0 15.6 23.0
152 mm 17.2 24.8 18.7 26.3 20.1
36 '' 1-1 / 2 ''
36 '' 914 mm1-1 / 2 '' 38 mm
S ASD
557 458 499 418 458 389 428 367 404 351 385 337 370 326 G ' 13.6 9.9 16.4 12.0 19.0 14.0 21.4 15.9 23.5 17.6 25.5 19.3 27.3 20.8
S ASD
605 501 552 465 514 440 485 420 463 405 446 393 431 383 G ' 13.7 10.0 16.6 12.1 19.2 14.2 21.7 16.1 23.9 17.9 26.0 19.6 28.0 21.3
S ASD
688 572 644 544 613 524 589 509 570 497 555 487 542 479 G ' 13.8 10.0 16.8 12.2 19.5 14.4 22.1 16.4 24.6 18.3 26.8 20.2 29.0 21.9
S ASD
862 700 837 688 819 679 806 672 795 666 787 662 760 658 36 / 9
36 / 7 914 / 9 G ' 14.0 10.1 17.1 12.4 20.0 14.7 22.8 16.8 25.4 18.9 28.0 20.9 30.4 22.8
S ASD
862 700 837 688 819 679 806 672 795 666 787 662 760 658 6 ''
6 '' G ' 14.1 10.2 17.3 12.6 20.4 14.9 23.3 17.1 26.1 152 mm 19.3 28.8 21.4 31.4 23.5
36 '' 1-1 / 2 ''
36 '' 914 mm1-1 / 2 '' 38 mm
S ASD
656 536 579 481 525 441 484 411 452 388 423 370 402 354 G ' 21.1 15.4 24.9 18.4 28.3 21.2 31.3 23.6 33.7 25.7 35.8 27.7 37.7 29.4
S ASD
729 602 659 554 608 519 571 492 541 472 518 455 499 442 G ' 21.2 15.5 25.3 18.7 28.8 21.6 32.1 24.2 34.8 26.6 37.3 28.7 39.5 30.8
S ASD
795 660 731 618 685 587 651 564 624 546 602 531 585 519 G ' 21.4 15.6 25.5 18.9 29.2 21.9 32.7 24.6 35.7 27.2 38.5 29.5 41.0 31.7
S ASD 36 / 11
908 753 856 721 819 698 790 681 768 36 / 9 667 750 914 / 11
656 736 647 G ' 21.6 15.8 25.9 19.1 29.9 22.3 33.6 25.2 36.9 28.0 40.0 30.6 42.9 33.0
S ASD
1130 913 1103 899 1084 890 1069 883 1058 877 1048 872 990 868 6 ''
6 '' G ' 22.0 16.0 26.6 19.6 30.9 22.9 35.0 26.2 38.8
152 mm 29.2 42.4 32.2 45.9 35.0
36 '' 1-1 / 2 ''
36 '' 714 mm1-1 / 2 '' 38 mm
S ASD
1130 913 1103 899 1084 890 1069 883 1058 877 1048 872 990 868 G ' 22.3 16.2 27.1 19.9 31.7 23.4 36.1 26.8 40.2 30.1 44.1 33.2 47.8 36.2
S ASD
795 650 703 584 637 536 588 501 551 474 521 452 493 434 G ' 38.8 28.8 44.6 33.7 49.3 37.8 53.2 41.2 56.2 44.0 58.5 46.4 60.2 48.3
S ASD
884 731 801 673 741 632 695 600 661 576 633 556 610 540 G ' 39.2 29.2 45.5 34.4 50.8 38.9 55.2 42.8 58.8 46.1 61.7 49.1 64.5 51.5
S ASD
965 801 890 751 835 715 794 688 762 36 / 11666 736 649 715 635 G ' 39.7 29.5 46.3 35.0 51.8 39.7 56.8 44.1 61.0 47.8 64.5 51.0 67.6 54.1
S ASD
1103 914 1042 877 998 850 964 830 938 814 917 801 900 790 6 ''
G ' 40.3 30.0 47.4 35.8 53.8 41.0 59.2 45.7 64.1 50.0 68.5 54.0 71.9 57.5 36 ''
1-1 / 2 ''
S ASD
1370 1105 1339 1089 1317 1079 1300 1070 1287 1064 1276 1059 1267 1054 G ' 41.5 30.8 49.3 37.1 56.5 42.9 63.3 48.4 69.0 53.5 74.6 58.3 79.4 62.9
S ASD
1370 1105 1339 1089 1317 1079 1300 1070 1287 1064 1276 1059 1267 1054 G ' 42.4 31.3 51.0 38.2 58.8 44.4 66.2 50.5 73.0 56.2 79.4 61.3 85.5 66.7
S ASD
813 666 722 601 657 554 608 519 570 492 540 470 516 452 G ' 62.1 46.9 69.4 53.5 74.6 58.6 78.7 62.4 81.3 65.4 83.3 67.7 84.0 69.5
S ASD
908 751 825 695 766 654 721 624 687 599 659 580 637 565 G ' 63.3 47.8 71.4 55.2 77.5 61.0 82.6 65.7 86.2 69.6 89.3 72.9 91.7 75.6
S ASD
993 825 919 776 865 741 825 715 794 694 768 677 748 663 G ' 64.1 48.8 73.0 56.5 80.0 62.9 86.2 68.5 90.1 73.0 94.3 76.9 97.1 80.0
S ASD
1136 940 1077 905 1035 880 1002 860 977 845 957 833 940 823 G ' 65.8 49.8 75.8 58.1 84.0 65.7 90.9 72.1 97.1 77.8 102.0 82.8 106.4 87.2
S ASD
1404 1128 1376 1114 1355 1105 1340 1097 1328 1091 1318 1087 1310 1083 G ' 68.5 51.8 80.0 61.3 90.1 70.2 99.0 78.2 107.5 85.5 114.9 92.1 120.5 98.2
S ASD
1404 1128 1376 1114 1355 1105 1340 1097 1328 1091 1318 1087 1310 1083 G ' 70.9 53.2 84.0 64.1 96.2 74.1 106.4 82.6 116.3 91.7 125.0 99.0 133.3 106.4
1 Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness , t f
≥ 1 / 4 ". 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 . 3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60 .
38 mm
Hilti , Inc . ( US ) 1-800-879-8000 | www . us . hilti . com I en español 1-800-879-5000 I Hilti ( Canada ) Corp . 1-800-363-4458 I www . hilti . ca I PTG Decking Supplement 2014 37