36 / 11 36 / 9
914 / 11
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-HSN 24 fasteners with 36 / 11 or 36 / 9 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
6 ''
Factor
36 '' 1-1 / 2 ''
152 mm 1-1 714 / 2 mm ''
|
|
|
Span ( ft- in .) |
|
|
|
4 ' -0" |
5 ' -0" |
6 ' -0" |
7 ' -0" |
8 ' -0" |
9 ' -0" |
10 ' -0" |
|
Fasteners per sheet to
36 support / 11
|
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
|
S ASD
G '
|
1065
62.8
|
920
61.0
|
876
67.2
|
762
64.7
|
726
69.2
|
636
66.0
|
616
69.7
|
539
6 ''
66.0
|
534
3669.2 ''
|
466
65.0
|
473
68.0
|
413
1-1
63.5 / 2 ''
|
426
66.5
|
372
61.7
|
S ASD |
1158 |
1006 |
957 |
840 |
807 |
717 |
685 |
608 |
594 |
527 |
527 |
467 |
474 |
420 |
G ' 64.2 62.7 69.1 67.0 71.7 69.1 72.7 69.5 72.6 69.0 71.7 67.8 70.4 66.2
S ASD
1246 1087 1036 913 883 783 755 677 655 587 581 521 523 469 G ' 65.3 64.1 70.8 69.0 73.9 71.6 75.3 72.5 75.5 72.4 74.9 71.5 73.8 70.1
S ASD
1329 1161 1111 983 950 847 824 742 715 648 635 575 571 517 G ' 66.2 65.2 72.2 70.7 75.7 73.7 77.5 75.1 78.1 75.3 77.8 74.7 76.9 73.6
S ASD
1408 1230 1184 1049 1016 908 887 798 776 708 689 628 620 566 G ' 67.0 66.2 73.4 72.1 77.3 75.6 79.4 77.3 80.3 77.9 80.3 77.6 79.7 76.7
S ASD
1482 1293 1253 1111 1080 967 945 852 837 760 743 682 668 614 G ’ 67.7 67.0 74.4 73.3 78.7 77.2 81.2 79.3 82.4 80.2 82.6 80.2 82.2 79.5
S ASD
1415 1225 1166 1017 976 859 829 729 719 631 633 555 569 499 G ' 86.8 83.8 90.1 86.0 90.6 85.7 89.4 83.8 87.2 81.2 84.5 78.2 81.5 75.1
S ASD
1549 1349 1283 1128 1091 965 930 830 808 720 712 634 640 570 G ' 89.2 86.7 93.3 89.9 94.5 90.3 93.8 89.0 92.0 86.8 89.6 84.1 86.9 81.1
S ASD
1675 1462 1396 1233 1192 1060 1032 927 896 808 791 713 711 641 G ' 91.1 89.0 96.0 93.1 97.8 94.2 97.7 93.5 96.3 91.7 94.2 89.3 91.7 86.5
S ASD
1793 1566 1505 1332 1289 1151 1125 1010 985 897 870 792 782 712 G ' 92.8 91.0 98.3 95.8 100.7 97.6 101.1 97.4 100.1 96.0 98.3 93.9 96.0 91.4
S ASD
1904 1662 1608 1425 1384 1238 1210 1091 1074 972 949 871 853 783 G ' 94.2 92.7 100.4 98.2 103.3 100.5 104.1 100.9 103.5 99.9 102.0 98.0 99.9 95.7
S ASD
2007 1748 1706 1511 1475 1321 1294 1168 1150 1044 1028 942 924 854 G ' 95.5 94.1 102.1 100.2 105.6 103.1 106.8 103.9 106.6 103.3 105.4 101.8 103.5 99.7
S ASD
1748 1515 1441 1258 1218 1072 1036 913 899 792 793 698 708 623 G ' 132.1 126.0 131.4 124.0 127.7 119.4 122.7 113.7 117.1 107.9 111.5 102.1 106.0 96.7
S ASD
1920 1673 1593 1402 1356 1200 1168 1045 1015 908 896 801 801 715 G ' 136.8 131.7 137.3 130.9 134.4 127.2 129.9 122.1 124.7 116.5 119.3 110.9 113.9 105.4
S ASD
2082 1818 1739 1537 1486 1323 1294 1158 1131 1023 999 903 893 808 G ' 140.8 136.5 142.4 136.9 140.3 134.0 136.4 129.4 131.5 124.2 126.3 118.7 121.1 113.3
S ASD
2233 1950 1878 1663 1611 1440 1407 1265 1246 1126 1101 1006 986 900 G ' 144.3 140.5 146.8 142.0 145.5 139.9 142.1 135.9 137.7 131.0 132.7 125.8 127.6 120.5
S ASD
2373 2070 2010 1781 1732 1551 1517 1369 1347 1221 1204 1101 1078 992 G ' 147.3 144.0 150.7 146.5 150.2 145.1 147.3 141.7 143.3 137.2 138.6 132.3 133.7 127.2
S ASD
2504 2178 2135 1890 1849 1656 1624 1467 1445 1313 1300 1186 1171 1080 G ' 149.9 147.0 154.2 150.4 154.3 149.8 152.0 147.0 148.3 142.9 144.0 138.2 139.2 133.2
S ASD
1930 1674 1592 1392 1350 1186 1153 1019 1002 885 885 781 791 697 G ' 178.4 168.6 171.8 160.5 162.9 150.9 153.5 141.2 144.4 132.0 135.9 123.6 128.0 115.9
S ASD
2126 1853 1765 1555 1503 1332 1304 1162 1134 1017 1002 898 897 803 G ' 186.2 177.8 180.9 171.1 172.8 162.2 163.8 152.7 154.9 143.6 146.3 135.1 138.4 127.2
S ASD
2308 2017 1931 1707 1651 1471 1438 1289 1266 1144 1120 1015 1002 908 G ' 192.8 185.6 188.8 180.2 181.5 172.1 173.1 163.1 164.3 154.1 155.9 145.6 147.9 137.6
S ASD
2479 2165 2088 1850 1793 1604 1567 1410 1389 1256 1237 1130 1108 1014 G ' 198.7 192.4 195.8 188.3 189.4 180.9 181.4 172.4 173.0 163.7 164.7 155.2 156.7 147.2
S ASD
2637 2298 2237 1982 1931 1729 1692 1527 1503 1364 1350 1230 1214 1119 G ' 203.8 198.3 202.1 195.4 196.4 188.8 189.0 180.8 180.9 172.4 172.8 164.1 164.9 156.1
S ASD
2783 2419 2378 2104 2062 1847 1813 1638 1615 1468 1453 1327 1319 1209 G ' 208.3 203.5 207.7 201.7 202.8 196.0 195.9 188.5 188.2 180.4 180.3 172.2 172.5 164.3
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 3.5.1.7 with , or by using Hilti Profis DF software . 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 At diaphragm perimeter , Hilti frame fasteners should be spaced at identical spacing as sidelap connectors . 4 Interpolation of diaphragm shear strength values is allowed between span dimensions , sidelap spacings and deck gauge . Alternatively , use calculations as discussed in Section 3.5.1.7 to determine diaphragm shear capacities directly . 5 To convert from sidelaps per span ( SPS ) to sidelap spacing ( SS ), use the following formula : SS , in . (( span , ft ) x 12 )/( SPS ). 6 For 16 gauge steel deck or for high tensile strength ( Fu > 65 ksi ) 18 gauge steel deck , use S-SLC 02 M HWH . For more information on Hilti Sidelap Connectors refer to Section 3.5.6 . 7 For diaphragm shear load values using Hilti # 10 HWH screws , use the Hilti Profis DF Diaphragm software or contact Hilti at 877-749-6337 or deck @ hilti . com .
6 '' 36 ''
38 mm
174