36 / 7 36 / 4
914 / 7
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 ≥ 50 ksi ; F u
≥ 65 ksi ) installed with Hilti X-ENP-19 L15 fasteners with 36 / 7 or 36 / 4 end and interior support fastener patterns 1 , 2 , 3 , 4 , 5 , 6 , 7
Gauge
22
20
18
16
Number of Hilti SLC per span
2
3
4
5
6
7
2
3
4
5
6
7
2
3
4
5
6
7
2
3
4
5
6
7
Factor 36 / 9
|
|
|
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 / 9 |
7 |
4 |
7 |
4 |
7 |
4 |
7 |
4 |
7 |
4 |
7 |
4 |
7 |
4 |
S ASD
765 563 627 475 522 409 444 355 385 308 342 273 308 246 6 ''
6 '' 152 mm G ' 36 '' 61.9 65.9 67.61-1 / 67.9 2 '' 67.1 65.8 64.0 12.1 14.6
36 16.7 ''
18.6 91420.2 mm1-1 21.5 / 2 '' 22.638 mm
S ASD
874 639 722 549 613 478 523 421 455 376 404 334 363 301 G ' 63.5 68.1 70.4 71.1 70.8 69.7 68.3 12.2 14.7 17.0 19.0 20.7 22.2 23.5
S ASD
974 702 811 613 692 540 602 480 524 430 465 390 419 355 G ' 64.7 69.9 72.7 73.9 73.9 73.2 72.0 12.3 14.9 17.2 19.3 21.1 22.7 24.1
S ASD
1067 754 896 668 768 595 670 533 594 481 527 437 474 400 G ' 65.7 71.4 74.7 76.3 76.7 76.2 75.3 12.4 15.0 17.4 19.5 21.5 23.2 24.7 S ASD 36 / 11 1151 796 975 715 841 643 737 581 65436 / 7528 588 914 / 11482 530 443 G ' 66.6 72.7 76.4 78.4 79.1 79.0 78.2 12.4 15.1 17.5 19.7 21.7 23.5 25.1
S ASD
1229 831 1050 756 910 686 801 625 713 571 641 524 582 483 6 ''
6 '' 152 mm G ' 36 '' 67.4 73.8 77.91-1 / 80.2 2 '' 81.3 81.4 80.9 12.4 15.1 3617.6 '' 19.9 71422.0 mm1-1 23.8 / 2 '' 25.5 38 mm
S ASD
1005 739 826 627 695 541 591 475 514 415 453 366 408 329 G ' 85.2 88.0 88.0 86.5 84.0 81.1 78.1 18.9 22.4 25.3 27.7 29.5 31.0 32.0
S ASD
1156 842 958 728 815 636 705 563 613 503 542 454 487 408 G ' 87.9 91.5 92.3 91.3 89.3 86.7 83.8 19.1 22.8 25.9 28.5 30.6 32.3 33.6
S ASD
1295 924 1083 813 926 720 807 643 712 579 630 525 566 480 G ' 90.0 94.5 95.9 95.5 93.9 91.6 88.9 19.3 23.0 26.3 29.1 31.4 33.4 34.9
S ASD
1421 990 1200 885 1033 794 903 715 80136 / 9648 718 591 646 542 G ' 91.9 97.0 99.1 99.1 97.9 96.0 93.5 19.4 23.3 26.6 29.6 32.1 34.2 35.9
S ASD
1535 1043 1309 946 1133 857 996 779 886 6 '' 711 797 652 723 600 G ' 93.4 99.2 101.8 102.4 101.6 99.9 97.7 19.5 23.4 3626.9 '' 30.0 32.6 1-134.9 / 2 '' 36.8
S ASD
1637 1086 1409 996 1228 912 1084 836 968 768 872 708 793 655 G ' 94.8 101.1 104.3 105.2 104.8 103.4 101.5 19.6 23.6 27.2 30.3 33.1 35.5 37.5
S ASD
1220 897 1003 762 848 658 724 577 629 511 556 451 497 403 G ' 129.4 128.1 124.0 118.6 112.9 107.2 101.8 35.1 40.4 44.3 47.1 49.0 50.0 50.5
S ASD
1406 1022 1166 885 992 775 862 686 752 614 665 554 596 501 G ' 134.5 134.4 131.1 126.4 121.0 115.4 110.0 35.8 41.4 45.9 49.2 51.5 53.0 53.9
S ASD
1576 1122 1320 989 1130 877 985 784 87136 / 11706 775 641 694 586 G ' 138.9 139.9 137.4 133.2 128.2 122.8 117.5 36.2 42.2 47.0 50.7 53.5 55.4 56.7
S ASD
1730 1201 1463 1076 1260 966 1103 872 979 6 '' 791 879 722 792 663 G ' 142.6 144.6 143.0 139.3 134.6 129.6 124.4 36.6 42.9 3648.0 '' 52.0 55.2 1-157.4 / 2 '' 59.0
S ASD
1868 1264 1596 1149 1384 1043 1217 950 1083 868 975 796 885 734 G ' 145.8 148.8 147.9 144.8 140.5 135.7 130.7 36.9 43.4 48.8 53.1 56.5 59.1 61.1
S ASD
1993 1314 1719 1209 1500 1109 1325 1018 1184 937 1068 864 971 800 G ' 148.6 152.5 152.3 149.7 145.8 141.3 136.5 37.2 43.8 49.4 54.0 57.7 60.6 62.8
S ASD
1256 923 1034 786 875 680 752 597 655 531 579 473 518 423 G ' 173.1 165.7 156.3 146.7 137.6 129.1 121.3 56.7 63.1 67.1 69.3 70.0 69.9 69.0
S ASD
1454 1052 1208 915 1029 803 894 712 787 638 697 577 624 526 G ' 181.6 175.5 166.9 157.7 148.7 140.1 132.2 58.2 65.4 70.3 73.3 74.8 75.2 74.9
S ASD
1632 1154 1371 1023 1175 910 1026 815 908 736 814 669 730 612 G ' 188.9 184.1 176.3 167.6 158.7 150.2 142.2 59.3 67.3 72.9 76.6 78.7 79.7 79.8
S ASD
1793 1234 1522 1111 1314 1002 1152 907 1023 824 919 754 834 693 G ' 195.2 191.7 184.7 176.5 167.9 159.4 151.5 60.3 68.7 75.0 79.3 82.0 83.6 84.1
S ASD
1936 1296 1661 1184 1444 1080 1272 987 1134 904 1021 831 928 768 G ' 200.8 198.4 192.3 184.5 176.2 168.0 160.0 61.0 70.0 76.7 81.6 84.8 86.9 87.9
S ASD
2063 1345 1788 1244 1566 1146 1386 1056 1240 975 1120 902 1020 837 G ' 205.7 204.4 199.0 191.8 183.9 175.8 167.9 61.6 71.0 78.2 83.5 87.3 89.7 91.1
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 2.00 for wind loads . To calculate ASD values for load combinations involving earthquake , multiply S asd values in table by 2.00 and divide by a safety factor ( Ω ) of 2.30 . Panel buckling has been checked . 3 Please refer to footnotes 3 through 7 on page 171 .
38 mm
186