Product Technical Guides : US-EN Steel Deck Fastening Systems | Page 29

6 '' 36 ''
1-1 / 2 ''
6 '' 152 mm 36 ''
914 mm1-1 / 2 ''
38 mm
Steel Deck Fastening Systems
X-HSN 24 for Fastening Deck to Bar Joist 1.2
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-HSN 24 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"
5
4
5
4
5
Fasteners per sheet to support
36 / 5
4
5
4
5
4
914 / 7
5
4
5
4
G ' 22.2 16.2 27.1 19.9 31.6 23.4 36.0 26.8 40.1 30.0 44.0 33.2 47.8 36.2
S ASD
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
S ASD
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
S ASD
907 753 838 708 788 675 750 650 721 631 698 615 678 602
36 / 11 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
S ASD
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 6 '' 48.9 66.2 52.8 69.9 56.3
36 '' 1-1 / 2 ''
S ASD
1285 1034 1258 1021 1238 1011 1223 1004 1211 998 1202 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
S ASD
1285 1034 1258 1021 1238 1011 1223 1004 1211 998 1202 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
S ASD
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
S ASD
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
S ASD
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
S ASD
1156 957 1098 922 1055 897 1022 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
S ASD
1428 1146 1400 1133 1380 1123 1364 1116 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
S ASD
1428 1146 1400 1133 1380 1123 1364 1116 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 / 16 " ≤ t f ≤ 3 / 8 ". For attachment to base steel with range
1 / 8 " ≤ t f
< 3 / 16 ", diaphragm shear values should be calculated in accordance with Section 1.1.8 . 2 Tabulated LRFD diaphragm shear loads are calculated with a phi factor ( Φ ) of 0.70 for wind loads .. 3 Please refer to footnotes 4 through 8 at the end of Section 1.6 on page 60 .
38 mm
S ASD
448
365
393
325
354
296
325
275
299
257
280
242
265
232
6 G '''
S ASD
13.2
36 ''
495
9.7
407
15.8
11.6
1-1 / 2 ''
444
372
18.1
408
13.4
346
20.1
380
15.1
327
21.9
6 ''
152 mm
16.6
36 ''
359
312
23.5
343
18.0
24.9
914 mm1-1 / 2 ''
300
329
19.2
38 mm
290
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
26.3
20.2
S ASD
537
445
491
414
457
391
432
374
412
360
397
350
384
341
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
S ASD
612
508
573
484
545
466
524
453
507
442
494
434
483
427
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
S ASD
36 / 9
G '
766
13.9
623
10.1
744
17.0
611
12.4
729
19.9
603
14.6
717
22.7
597
16.8
707
592
36 / 7
25.3
18.8
700
588
914 / 9
27.8
20.8
694
30.3
585
22.8
S ASD
766
6 G '''
14.1
36 ''
S ASD
600
623
10.2
490
744
611
17.3
12.6
1-1 / 2 ''
530
439
729
20.3
479
603
14.9
403
717
23.3
442
597
17.1
376
707
592
26.1
6 ''
152 mm
19.3
36 ''
413
355
700
28.8
387
588
694
21.4
31.4
914 mm1-1 / 2 ''
338
368
585
23.4
38 mm
324
G '
20.4
15.0
23.9
17.8
26.9
20.3
29.4
22.5
31.6
24.5
33.5
26.2
35.1
27.8
S ASD
666
550
602
506
556
474
522
450
495
431
474
416
456
404
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
S ASD
727
603
668
564
626
536
595
515
570
499
551
485
535
475
G '
20.9
15.4
24.9
18.5
28.4
21.4
31.6
24.1
34.5
26.5
37.1
28.8
39.5
30.9
S ASD
830
36 / 11
G '
21.3
688
15.6
783
25.5
659
18.9
748
29.3
638
22.0
722
32.9
622
24.9
702
610
36 / 9
36.1
27.6
686
600
914 / 11
39.1
30.2
673
41.9
592
32.6
S ASD
1032
6 G '''
21.8
36 ''
S ASD
1032
834
16.0
834
1008
822
26.4
19.5
1-1 / 2 ''
1008
822
990
30.7
990
813
22.8
813
977
34.7
977
806
26.0
806
967
801
38.5
6 ''
152 mm
29.1
36 ''
967
801
958
42.1
958
797
951
32.0
45.4
714 mm1-1 / 2 ''
797
951
794
34.8
794
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 27