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-ENP-19 L15 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 ''
6 '' 152 mm 36 ''
714 mm1-1 / 2 ''
|
|
|
Span ( ft- in .) |
|
|
|
4 ' -0" |
5 ' -0" |
6 ' -0" |
7 ' -0" |
8 ' -0" |
9 ' -0" |
10 ' -0" |
|
Fasteners per sheet to support
36 / 11
|
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
11 |
9 |
S ASD
1223 1057 1006 876 834 730 708 619 613 6 '' 535 543 474 489 427 G ' 66.9 65.4 73.2 70.9 77.1 74.0 79.2 75.5 80.0 3675.8 '' 80.0 75.2 1-179.4 / 2 '' 74.2
S ASD
1329 1156 1099 964 927 823 787 698 682 604 605 536 544 482 G ' 67.7 66.3 74.3 72.3 78.5 75.8 80.9 77.7 82.1 78.3 82.3 78.0 81.9 77.2
S ASD
1430 1247 1189 1048 1013 899 866 777 752 674 667 598 600 538 G ' 68.3 67.1 75.2 73.5 79.7 77.4 82.5 79.6 83.9 80.5 84.4 80.6 84.2 80.0
S ASD
1526 1333 1275 1128 1091 972 945 851 821 743 728 659 655 593 G ' 68.8 67.8 76.0 74.5 80.9 78.8 83.9 81.3 85.6 82.5 86.3 82.8 86.3 82.4
S ASD
1616 1411 1359 1203 1166 1042 1018 915 890 812 790 721 711 649 G ' 69.3 68.4 76.8 75.4 81.9 80.0 85.2 82.8 87.1 84.3 88.0 84.9 88.2 84.7
S ASD
1701 1484 1438 1275 1239 1109 1084 978 960 872 852 782 766 704 G ' 69.7 68.9 77.4 76.2 82.8 81.1 86.3 84.2 88.5 86.0 89.6 86.7 90.0 86.8
S ASD
1584 1372 1305 1138 1092 961 928 815 804 706 709 621 637 558 G ' 94.0 91.2 100.0 96.2 102.9 98.0 103.6 97.9 103.0 96.6 101.4 94.5 99.3 92.0
S ASD
1733 1509 1436 1262 1221 1080 1041 929 904 805 797 709 717 638 G ' 95.3 92.9 101.8 98.5 105.2 100.9 106.4 101.3 106.1 100.3 104.8 98.6 102.9 96.3
S ASD
1874 1636 1562 1380 1334 1186 1154 1037 1003 904 885 797 796 717 G ' 96.4 94.3 103.4 100.5 107.2 103.4 108.8 104.3 108.9 103.7 107.9 102.2 106.3 100.2
S ASD
2006 1753 1683 1490 1443 1288 1259 1130 1102 1003 973 885 875 796 G ' 97.4 95.5 104.9 102.2 109.1 105.7 111.0 107.0 111.4 106.7 110.7 105.5 109.3 103.7
S ASD
2130 1859 1799 1594 1548 1385 1354 1220 1201 1087 1061 974 955 876 G ' 98.3 96.6 106.1 103.8 110.8 107.7 113.0 109.4 113.7 109.5 113.3 108.6 112.1 107.0
S ASD
2246 1956 1909 1691 1650 1478 1447 1306 1286 1168 1149 1054 1034 955 G ' 99.0 97.6 107.3 105.2 112.3 109.5 114.9 111.5 115.9 112.0 115.7 111.3 114.7 110.0
S ASD
1915 1659 1578 1377 1332 1172 1133 997 983 865 867 762 775 680 G ' 147.3 141.5 150.7 143.3 150.2 141.4 147.3 137.6 143.3 132.8 138.6 127.7 133.7 122.4
S ASD
2099 1829 1740 1531 1481 1310 1273 1138 1106 988 977 871 873 778 G ' 149.9 144.9 154.2 147.6 154.3 146.5 152.0 143.2 148.4 138.8 144.0 133.9 139.2 128.9
S ASD
2272 1984 1896 1675 1619 1441 1410 1261 1229 1111 1086 981 971 876 G ' 152.2 147.8 157.3 151.4 158.1 151.0 156.3 148.3 153.0 144.3 148.9 139.7 144.4 134.8
S ASD
2435 2127 2045 1811 1754 1567 1531 1375 1352 1223 1195 1090 1069 975 G ' 154.3 150.4 160.1 154.8 161.5 155.1 160.2 152.9 157.3 149.3 153.5 145.0 149.2 140.3
S ASD
2587 2257 2187 1938 1883 1686 1649 1486 1463 1325 1304 1194 1168 1073 G ' 156.2 152.7 162.6 157.9 164.5 158.8 163.7 157.1 161.2 153.9 157.7 149.8 153.6 145.4
S ASD
2728 2375 2322 2056 2008 1799 1763 1592 1568 1424 1410 1286 1266 1170 G ' 157.9 154.7 164.9 160.6 167.4 162.1 167.0 160.9 164.8 158.1 161.6 154.3 157.7 150.1
S ASD
1956 1696 1613 1410 1368 1201 1168 1031 1015 896 896 790 801 706 G ' 202.8 193.1 200.9 189.1 195.1 181.9 187.6 173.4 179.4 164.7 171.2 156.3 163.3 148.3
S ASD
2152 1876 1787 1573 1521 1348 1319 1175 1147 1028 1014 908 907 811 G ' 207.5 198.9 206.6 196.1 201.6 189.7 194.6 181.7 186.8 173.3 178.8 165.0 171.0 157.0
S ASD
2336 2041 1953 1727 1670 1488 1454 1303 1280 1156 1131 1025 1013 917 G ' 211.6 204.0 211.8 202.3 207.5 196.7 201.1 189.3 193.6 181.2 185.9 173.1 178.2 165.2
S ASD
2507 2190 2111 1870 1813 1621 1584 1425 1403 1268 1249 1141 1119 1023 G ' 215.3 208.5 216.5 207.9 212.9 203.1 207.0 196.2 199.9 188.5 192.5 180.6 184.9 172.8
S ASD
2667 2325 2261 2003 1951 1747 1709 1542 1518 1377 1364 1241 1224 1129 G ' 218.7 212.5 220.7 212.9 217.9 208.9 212.5 202.5 205.8 195.2 198.6 187.5 191.2 179.8
S ASD
2814 2447 2403 2127 2083 1866 1831 1654 1630 1482 1466 1339 1330 1220 G ' 221.7 216.2 224.6 217.5 222.4 214.1 217.5 208.3 211.2 201.4 204.3 193.9 197.1 186.4
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
182