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 ''
Load Resistance Factor Design ( LRFD ) - Factored resistance diaphragm shears , S LRFD , ( 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 |
S LRFD
737 599 646 534 582 487 534 452 491 422 460 398 436 381 6 G ''' 13.2 9.7 15.8 11.6 18.1 13.4 20.1 15.1 21.9 6 '' 152 mm 16.6 23.5 18.0 24.9 19.2
36 '' 1-1 / 2 ''
36 '' 914 mm1-1 / 2 '' 38 mm
S LRFD
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 26.3 20.2
S LRFD
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
S LRFD
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
S LRFD
1259 1023 1223 1005 1197 991 1178 981 1162 973 1150 967 1140 962 36 / 9
36 / 7 914 / 9 G ' 13.9 10.1 17.0 12.4 19.9 14.6 22.7 16.8 25.3 18.8 27.8 20.8 30.3 22.8
S LRFD
1259 1023 1223 1005 1197 991 1178 981 1162 973 1150 967 1140 962 6 G ''' 14.1 10.2 17.3 12.6 20.3 14.9 23.3 17.1 26.1 6 '' 152 mm 19.3 28.8 21.4 31.4 23.4
36 '' 1-1 / 2 ''
36 '' 914 mm1-1 / 2 '' 38 mm
S LRFD
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 33.5 26.2 35.1 27.8
S LRFD
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
S LRFD
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 24.1 34.5 26.5 37.1 28.8 39.5 30.9
S LRFD
1364 1131 1286 1083 1230 1049 1187 1023 1154 1002 1127 986 1105 972 36 / 11
36 / 9 914 / 11 G ' 21.3 15.6 25.5 18.9 29.3 22.0 32.9 24.9 36.1 27.6 39.1 30.2 41.9 32.6
S LRFD
1696 1370 1656 1350 1628 1336 1606 1325 1588 1317 1574 1310 1563 1304 6 G ''' 21.8 16.0 26.4 19.5 30.7 22.8 34.7 26.0 38.5 6 '' 152 mm 29.1 42.1 32.0 45.4 34.8
36 '' 1-1 / 2 ''
36 '' 714 mm1-1 / 2 '' 38 mm
S LRFD
1696 1370 1656 1350 1628 1336 1606 1325 1588 1317 1574 1310 1563 1304 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 LRFD
1224 1001 1084 902 985 830 911 777 853 735 808 702 768 675 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 LRFD
1364 1128 1238 1042 1147 979 1079 932 1026 895 984 866 950 842 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 LRFD
1490 1238 1377 1163 1295 1109 1233 1068 1185 1036 1146 1010 1115 989
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 LRFD
1704 1411 1614 1357 1548 1317 1498 1287 1459 1264 1427 1245 1402 1229 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 LRFD
2111 1699 2067 1677 2034 1662 2010 1650 1991 1640 1975 1633 1962 1627 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 LRFD
2111 1699 2067 1677 2034 1662 2010 1650 1991 1640 1975 1633 1962 1627 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 LRFD
1359 1114 1207 1005 1099 928 1018 869 955 824 906 788 865 759 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 LRFD
1518 1257 1382 1164 1283 1096 1209 1045 1152 1005 1106 974 1069 948 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 LRFD
1661 1380 1538 1300 1450 1242 1383 1198 1331 1164 1290 1136 1256 1114 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 LRFD
1900 1572 1804 1515 1733 1473 1680 1441 1638 1416 1605 1396 1578 1380 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 LRFD
2347 1884 2301 1862 2267 1846 2242 1834 2222 1824 2206 1817 2193 1810 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 LRFD
2347 1884 2301 1862 2267 1846 2242 1834 2222 1824 2206 1817 2193 1810 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 . To calculate LRFD values for load combinations involving earthquake , divide values in table by 0.70 and multiply by a phi factor ( Φ ) of 0.65 . 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 29