6 '' 36 ''
1-1 / 2 ''
6 '' 36 ''
152 mm 1-1 914 / 2 mm ''
38 mm
Steel Deck Fastening Systems
1.2 X-HSN 24 for Fastening Deck to Bar Joist
36 / 9 36 / 7
914 / 9
6 '' 6 '' 152 mm
36 '' 1-1 / 2 ''
36 '' 1-1 914 / 2 mm ''
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 / 9 or 36 / 7 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 / 11
|
|
|
Span ( ft- in .) |
|
|
|
4 ' -0" |
5 ' -0" |
6 ' -0" |
7 ' -0" |
8 ' -0" |
9 ' -0" |
10 ' -0" |
9 |
7 |
9 |
7 |
9 |
Fasteners per sheet to support
36 / 9
7
9
7
9
|
7 |
914 / 11
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
S ASD
813 607 719 545 651 501 601 469 555 445 522 426 497 410 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
S ASD
903 706 817 649 755 610 708 580 672 558 643 540 620 526 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
S ASD
1123 941 1060 902 1014 874 980 853 952 837 931 824 760 760
36 / 11 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
S ASD
|
1394 |
1211 |
1362 |
1193 |
1338 |
1180 |
1321 |
1170 |
1188 |
1163 |
938 |
938 |
760 |
760 |
|
G '
S ASD
|
60.3
948
|
60.0
668
|
69.4
815
|
69.0
581
|
77.1
715
|
76.7
517
|
83.8
635
|
83.3
6 ''
468
|
89.5
36 ''
575
|
89.1
432
|
94.6
528
|
94.1
1-1 / 2 ''
403
|
99.1
495
|
98.6
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
S ASD
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
S ASD
1090 825 970 745 883 690 819 649 769 618 725 594 692 574 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
S ASD
1218 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
S ASD
1522 1288 1447 1241 1392 1208 1350 1183 1317 1164 1222 1149 990 990 G ' 82.5 80.9 91.9 90.2 99.4 97.5 105.4 103.4 110.4 108.4 114.6 112.6 118.1 116.1
S ASD
1873 * 1630 1838 * 1611 1812 * 1597 1793 * 1587 1547 1547 1222 1222 990 990 G ' 87.1 86.4 98.5 97.8 107.8 107.1 115.7 114.9 122.4 121.6 128.1 127.3 133.1 132.3
S ASD
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
S ASD
1266 935 1112 833 1003 763 921 712 855 672 798 641 752 614 G ' 113.8 104.0 116.9 106.0 117.8 106.4 117.5 106.0 116.7 105.3 115.6 104.4 114.4 103.6
S ASD
1355 1033 1210 937 1106 870 1028 821 968 784 920 754 881 730 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
S ASD
1519 1211 1390 1127 1296 1068 1226 1024 1171 991 1128 964 1092 942 G ' 122.4 115.8 129.0 121.8 133.2 125.8 135.9 128.4 137.7 130.3 138.9 131.7 139.7 132.7
S ASD
1902 1616 1814 1562 1750 1524 1702 1496 1664 1474 1633 1456 1420 1420 G ' 133.0 129.5 143.7 139.9 151.6 147.7 157.6 153.8 162.3 158.6 166.2 162.5 169.3 165.7
S ASD
2328 * 2027 2289 * 2006 2260 * 1991 2239 1980 2219 1971 1753 1753 1420 1420 G ' 143.6 142.1 157.9 156.3 169.1 167.5 178.1 176.5 185.5 183.9 191.6 190.1 196.8 195.4
S ASD
1297 923 1120 807 995 726 897 667 816 617 753 579 703 548 G ' 148.7 130.5 146.3 127.0 142.3 122.9 137.9 118.9 133.7 115.3 129.7 112.0 126.0 109.1
S ASD
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
S ASD
1506 1153 1348 1049 1234 977 1150 923 1084 882 1032 850 989 824 G ' 160.1 146.1 161.6 147.0 161.1 146.5 159.7 145.5 158.0 144.2 156.2 143.0 154.5 141.8
S ASD
1692 1355 1552 1265 1451 1201 1374 1153 1315 1117 1268 1088 1229 1065 G ' 169.1 158.0 173.6 162.2 175.7 164.3 176.6 165.5 176.8 166.1 176.7 166.4 176.3 166.5
S ASD
2120 1806 2027 1750 1959 1709 1908 1679 1867 1656 1835 1638 1775 1623 G ' 187.5 181.3 197.8 191.5 205.0 198.7 210.1 204.1 214.0 208.2 217.0 211.4 219.4 214.1
S ASD
2585 2251 2544 2230 2515 2215 2493 2203 2476 2195 2191 2188 1775 1775 G ' 206.5 203.7 222.3 219.5 234.2 231.5 243.4 240.8 250.7 248.2 256.7 254.3 261.7 259.4
1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses 3 / 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 . * For noted diaphragm shear values , please see footnote 2 of Table 10 ( page 19 ).
38 mm
S ASD
715 499 612 431 529 378 467 341 421 313 388 292 363 277 6 G ''' 51.9 48.5 56.4 52.0 59.2 54.1 60.9 55.4 6 '' 62.0152 56.0 mm 62.5 56.4 62.7 56.5
S
36 ''
ASD
765 554 666
1-1 / 489
2 ''
36 '' 596 444 534 408 488 380 455
714 1-1 / 2 360
mm '' 430 344
38 mm
26 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