HILTI DX PTG 2021 Final Powder actuated direct fastening tools User Manual
- June 3, 2024
- HILTI
Table of Contents
HILTI DX PTG 2021 Final Powder actuated direct fastening tools
- The following pages are an excerpt from the North American Product Technical Guide, Volume 1: Direct Fastening Technical Guide, Edition 21.
- Please refer to the publication in its entirety for complete details on this product including data development, base materials, general suitability, installation, corrosion, and product specifications.
- Direct Fastening Technical Guide, Edition 21
- To consult directly with a team member regarding our direct fastening products, contact Hilti’s team of technical support specialists between the hours of 7:00am – 5:00pm CST.
- US: 877-749-6337 or HNATechnicalServices@hilti.com
CA: 1-800-363-4458 ext. 6 or CATechnicalServices@hilti.com
DIMENSION
Approvals/Listings
-
ICC-ES (International Code Council) ESR-2776 with LABCjLARC Supplement, ESR-2197 with LABCjLARC Supplement, ESR-1169, ESR-2657
-
IAPMO (Uniform Evaluation Service) Co-listings ER-0217, ER-0161, ER-0329
-
FM (Factory Mutual)
For attaching Class 1 Steel Roof Decks with wind uplift ratings up to 1-330. Refer to FM RoofNav for specific assembly listings. -
UL (Underwriters Laboratories) Fasteners for attaching steel roof deck (uplift and fire classification)
-
ABS (American Bureau of Shipping)
PRODUCT DESCRIPTION
- The Hilti structural steel deck fastening system consists of powder-actuated tools which are primarily used with one fastener: the X-ENP-19 L 15, which is available either collated or non-collated.
- For most structural steel decking jobs, the tool of choice is the DX 9-ENP tool. This self-contained stand up decking tool is powered by 0.27 caliber long cartridges, which are loaded into the tool in strips of 40.
- The cartridges drive the X-ENP-19 L 15 MXR fastener (collated version) into almost any type of steel deck and base steel thicknesses greater than or equal to 1/4″. These fasteners are available in collated strips of 10. Four of these strips are loaded into the DX 9-ENP tool along with the cartridge strip, and enable the operator to fasten at a rate of up to 1,000 quality fastenings per hour.
- Other tools include the hand held
- DX 76-MX, a semi-automatic magazine tool. Other configurations of the DX 76 include a single fastener guide variation of the tool for miscellaneous use.
Hilti X-ENP-19 steel deck fasteners comply with ANSI/SDI RD1 .0, C1 .0 and NC1 .0 standards.
MATERIAL SPECIFICATIONS
Fastener
|
Fastener material
|
Fastener plating
|
Nominal fastener hardness
---|---|---|---
X-ENP-19 L15| Carbon Steel| 5 µm Zinc1| 58 HRC
ASTM 8633, SC 1, Type Ill. Reference Section 2.3.3.1 for more information.
TECHNICAL DATA
Allowable pullout loads for attachments to steel base material lb (kN}
Fastener
| Base material thickness (in.)
---|---
1/4|
3/8
| 1/24| ❗ 5/84
X-ENP-19 L15| 905 (4.03)| 1125 (5.00)| 1010 (4.49)| 965 (4.29)
- These values represent testing performed in ASTM A36 plate steel.
- The values must be compared with allowable tensile pullover values.
- Allowable values based on safety factor of 5.0.
- Allowable values are based on minimum 1/2″ penetration depth through or into base steel. For 3/8″ penetration depth into 1/2″ and thicker steels, reduce the allowable load capacity to 635 lb (2.79 kN).
Allowable pullover and shear bearing loads for attaching steel deck1.2,3
Fastener
| ****
Steel deck gauge (in.)
---|---
16(0.0598)
| ****
18 (0.0474)
| ****
20 (0.0358)
| ****
22 (0.0295)
| ****
24(0.0239)
| ****
26 (0.0179)
Tension lb (kN)
| ****
Shear lb (kN)
| ****
Tension lb (kN)
| ****
Shear lb(kN)
| ****
Tension lb (kN)
| ****
Shear lb (kN)
| ****
Tension lb (kN)
| ****
Shear lb (kN)
| ****
Tension lb (kN)
| ****
Shear lb (kN)
| ****
Tension lb (kN)
| ****
Shear lb (kN)
X-ENP-19 L15
| 940
(4.14)
| 1050
(4.62)
| 875
(3.85)
| 840
(3.70)
| 755
(3.32)
| 640
(2.82)
| 665
(2.93)
| 535
(2.35)
| 400
(1.78)
| 440
(1.94)
| 185
(0.81)
| 335
(1.47)
- Minimum base steel thickness must be greater than or equal to 1/4″ (6 mm).
- Allowable values are based on a safety factor of 3.0.
- Loads based on ASTM A 1008, or minimum ASTM A653 SQ33 steel deck.
Direct Fastening Technical Guide, Edition 21
Allowable Stress Design (ASD)-Allowable diaphragm shears, SASD, (plf) and
stiffness factors, G’, (kips/in.) for standard
1-1/2″ deep flutes, 6″ center-to-center steel deck (FY i!: 50 ksi; Fu i!: 65
ksi) installed with Hilti X-ENP-19 L 15 fasteners with 36/11 or 36/9 end and
interior support fastener patterns 1 .2,3,4.s,5,7
Gauge
| ****
Number of Hilti SLC per span
| ****
Factor
| Span (ft- in.)
---|---|---|---
4′- 0″| 5′- 0″| 6′- 0″| 7′- 0″| 8′-
0″| 9′- 0″| 10′- 0″
| | | | I| Fasteners per sheet to support| I| | | | |
| | | | | | |
22
| 2| SASD| 1223| 1057| 1006| 876| 834| 730| 708| 619| 613| 535| 543|
474| 489| 427
G’| 66.9| 65.4| 73.2| 70.9| 77.1| 74.0| 79.2| 75.5| 80.0| 75.8| 80.0|
75.2| 79.4| 74.2
3| SASD| 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
4| SASD| 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
5| SASD| 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
6| SASD| 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
7| ****
SASD
| 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
20
| 2| ****
SASD
| 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
3| SASD| 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
4| ****
SASD
| 1874| 1636| 1562| 1380| 1334| 1186| 1154| 1037| 1003| 904| 885| 797| 796|
717
G’| 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
5| ****
SASD
| 2006| 1753| 1683| 1490| 1443| 1288| 1259| 1130| 1102| 1003| 973| 885| 875|
796
G’ 197A| 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
6| SASD| 2130| 1859| 1799| 1594| 1548| 1385| 1354| 1220| 1201|
1087| 1061| 974| 955| 876
G’| 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
7| ****
SASD
| 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
18
| 2| ****
SASD
| 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
3| ****
SASD
| 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
4| ****
SASD
| 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
5| ****
SASD
| 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
6| ****
SASD
| 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
7| ****
SASD
| 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
16
| 2| ****
SASD
| 1956| 1696| 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
3| ****
SASD
| 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
4| ****
SASD
| 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
5| ****
SASD
| 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
6| ****
SASD
| 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
7| ****
SASD
| | | | | | | | | | | | | |
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
- tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 1/4″.
- Tabulated ASD diaphragm shear loads are calculated with a safety factor (OJ of 00 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply S””‘ values in table by 2.00 and divide by a safety factor (0) of 2.30. Panel buckling has been checked.
- Please refer to footnotes 3 through 7 on page
Allowable Stress Design (ASD)-Allowable diaphragm shears, SASD, (plf) and stiffness factors, G’, (kips/in.) for standard 1-1/2″ deep flutes, 6″ center- to-center steel deck (FY i? 50 ksi; F” i? 65 ksi) installed with Hilti X-ENP-19 L 15 fasteners with 36/7 or 36/4 end and interior support fastener patterns 1 .2,3,4.s,5,6,7
| | | Span (fl- in.)|
---|---|---|---|---
Gauge
| Number of Hilti SLC per span| ****
Factor
| 4′- 0″| | 5′- 0″| | | 6′- 0″| 7′-
0″| a•-0 11| | | 9′- 0″| | | 10′-0″| |
| | | | | Fasteners per sheet to support| | | | | | | |
| | | | | | | | | | | | | | | |
| | | | | | | | | |
| 2| SASD| 563| 627| 475| 522| 409| 444| 355| 385| 308| 342| 273| 308|
246|
| |
| G’| 61.9| 65.9| 67.6| 67.9| 67.1| 65.8| 64.0| 12.1| 14.6| 16.7| 18.6|
20.2| 21.5| 22.6|
| 3| ****
SASD
| 874| 7| 2_2| 549| 613| 478| 523| 421| 455| 376| 404| 334| 363| 301|
G’| 63.5| 70.4| 71.1| 70.8| 69.7| 68.3| 12.2| 14.7| 17.0| 19.0| 20.7|
22.2| 23.5|
| 4| ****
SASD
| 974| 702| 811| 613| 692| 540| 602| 480| 524| 430| 465| 390| 419| 355|
G’| 64.7 169-9_7| 2.7| 73_.9| 73.9| 73.2| 72.0| 12.3| 14.9| 17.2|
19.3| 21.1| 22.7| 24.1|
22| |
5| ****
SASD
| 1067| 896| 668| 768| 595| 670| 533| 594| 481| 527| 437| 474| 400|
| G’| 65.7| 71.4| 74.7| 76.3| 76.7| 76.2| 75.3| 12.4| 15.0| 17.4| 19.5|
21.5| 23.2| 24.7|
| 6| ****
SASD
| 1151| 796| 975| 715| 841| 643| 737| 581| 654| 528| 588| 482| 530| 443|
G’| 66.6| 72.7| 76.4| 78.4| 79.1| 79.0| 78.2| 12.4| 15.1| 17.5|
19.7| 21.7| 23.5| 25.1|
| 7| ****
SASD
| 1229| 1050| 756| 910| 686| 801| 625| 713| 571| 641| 524| 582| 483|
G’| 67.4| 73.8| 77.9| 80.2| 81.3| 81.4| 80.9| 12.4| 15.1| 17.6| 19.9|
22.0| 23.8| 25.5|
| 2| ****
SASD
| 1005| 739| 826| 627| 695| 541| 591| 475| 514| 415| 453| 366| 408|
329|
G’| | 85.2| 88.0| 88.0| 86.5| 84.0| 81.1| 78.1| 18.9| 22.4|
25.3| 27.7| 29.5| 31.0| 32.0|
| 3| ****
SASD
| 1156| 842| 958| 728| 815| 636| 705| 563| 613| 503| 542| 454| 487|
408|
G’| | 87.9| 91.5| 92.3| 91.3| 89.3| 86.7| 83.8| 19.1| 22.8| 25.9| 28.5|
30.6| 32.3| 33.6|
20
| 4| ****
SASD
| 1295| 924| 1083| 813| 926| 720| 807| 643| 712| 579| 630| 525| 566| 480|
G’| 90.0 45
!990-12
| 95.9
_0_0
| 95.5
88_ 5
| 93.9
1_0_33-
| 91.6
-7-94
| 88.9| 19.3| 23.0| 26.3| 29.1| 31.4| 33.4| 34.9|
5| | 1421| | | | | 903| 715| 801| 648| 718| 591| 646| 542|
| SASD|
| G’| 91.9| 97.0| 99.1| 99.1| 97.9| 96.0| 93.5| 19.4| 23.3| 26.6| 29.6|
32.1| 34.2| 35.9|
| 6| ****
SASD
| 1535| 1043| 1309| 946| 1133| 857| 996| 779| 886| 711| 797| 652| 723| 600|
G’| | 93.4| 99.2| 101.8| 102.4| 101.6| 99.9| 97.7| 19.5| 23.4| 26.9|
30.0| 32.6| 34.9| 36.8|
| 7| ****
SASD
| 1637| 1086| 1409| 996| 1228| 912| 1084| 836| 968| 768| 872| 708| 793| 655|
G’| 94.8| 101.1| 104.3| 105.2| 104.8| 103.4| 101.5| 19.6| 23.6| 27.2|
30.3| 33.1| 35.5| 37.5|
18
| 2| ****
SASD
| 1220| 897| 1003| 762| 848| 658| 724| 577| 629| 511| 556| 451| 497| 403|
G’| 129.4| 128.1| 124.0| 118.6| 112.9| 107.2| 101.8| 35.1| 40.4| 44.3|
47.1| 49.0| 50.0| 50.5|
3| ****
SASD
| 1406| 1022| 1166| 885| 992| 775| 862| 686| 752| 614| 665| 554| 596| 501|
G’| 134.5| 134.4| 131.1| 126.4| 121.0| 115.4| 110.0| 35.8| 41.4| 45.9|
49.2| 51.5| 53.0| 53.9|
4| ****
SASD
| 1576| 1122| 1320| 989| 1130| 877| 985| 784| 871| 706| 775| 641| 694| 586|
G’| 138.9| 139.9| 137.4| 133.2| 128.2| 122.8| 117.5| 36.2| 42.2| 47.0|
50.7| 53.5| 55.4| 56.7|
5| ****
SASD
| 1730| 1201| 1463| 1076| 1260| 966| 1103| 872| 979| 791| 879| 722| 792| 663|
G’| 142.6| 144.6| 143.0| 139.3| 134.6| 129.6| 124.4| 36.6| 42.9| 48.0|
52.0| 55.2| 57.4| 59.0|
6| ****
SASD
| 1868| 1264| 1596| 1149| 1384| 1043| 1217| 950| 1083| 868| 975| 796| 885|
734|
G’| 145.8| 148.8| 147.9| 144.8| 140.5| 135.7| 130.7| 36.9| 43.4| 48.8|
53.1| 56.5| 59.1| 61.1|
7| ****
SASD
| | | | | | | | | | | | | | |
G’| 148.6| 152.5| 152.3| 149.7| 145.8| 141.3| 136.5| 37.2| 43.8| 49.4|
54.0| 57.7| 60.6| 62.8|
| 2| ****
SASD
| 1256| 923| 1034| 786| 875| 680| 752| 597| 655| 531| 579| 473| 518| 423|
G’| 173.1| 165.7| 156.3| 146.7| 137.6| 129.1| 121.3| 56.7| 63.1| 67.1|
69.3| 70.0| 69.9| 69.0|
| 3| ****
SASD
| 1454| 1052| 1208| 915| 1029| 803| 894| 712| 787| 638| 697| 577| 624| 526|
G’| 181.6| 175.5| 166.9| 157.7| 148.7| 140.1| 132.2| 58.2| 65.4| 70.3|
73.3| 74.8| 75.2| 74.9|
| 4| ****
SASD
| 1632| 1154| 1371| 1023| 1175| 910| 1026| 815| 908| 736| 814| 669| 730| 612|
16| G’| 188.9| 184.1| 176.3| 167.6| 158.7| 150.2| 142.2| 59.3|
67.3| 72.9| 76.6| 78.7| 79.7| 79.8|
| | 1793| 1234| 1522| 1111| 1314| 1002| 1152| 907| 1023| 824| 919| 754| 834|
693|
| 5| SASD|
G’| 195.2| 191.7| 184.7| 176.5| 167.9| 159.4| 151.5| 60.3| 68.7| 75.0|
79.3| 82.0| 83.6| 84.1|
| 6| SASD| 1936| 1296| 1661| 1184| 1444| 1080| 1272| 987| 1134|
904| 1021| 831| 928| 768|
| |
| G’| 200.8| 198.4| 192.3| 184.5| 176.2| 168.0| 160.0| 61.0| 70.0| 76.7|
81.6| 84.8| 86.9| 87.9|
| 7| ****
SASD
| | | | | | | | | | | | | | |
G’| I 205.7| 204.4| 199.0| 191.8| 183.9| 175.8| 167.9| 61.6| 71.0| 78.2| 83.5|
87.3| 89.7| 91.1|
- Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 2: 1/4″.
- Tabulated ASD diaphragm shear loads are calculated with a safety factor (Q) of 2.00 for wind loads. To calculate ASD values for load combinations involving earthquake, multiply S.., values in table by 2.00 and divide by a safety factor (Q) of 2.30. Panel buckling has been checked.
- Please refer to footnotes 3 through 7 on page 171.
Load Resistance Factor Design (LRFD)- Factored resistance diaphragm shears,
SLRFo’ (plf) and stiffness factors, G’,
(kips/in.) for standard 1-1/2″ deep flutes, 6″ center-to-center steel deck (FY
50 ksi; F1u 2 3 465 5 6 7 ksi) installed with Hilti
X-ENP-19 L 15 fasteners with 36/11 or 36/9 end and interior support fastener
patterns 1234567
Gauge
| ****
Number of Hilti SLC per span
| ****
Factor
| Span (ft- in.)|
---|---|---|---|---
4′- 0″| 5′- 0″| 6′- 0″| 7′- 0″| 8′-
0″| 9′- 0″| 10′- 0″|
Fasteners per sheet to support|
| | I| I| | | |
| 2| SLRFO| 1957| 1692| 1610| 1401| 1334| 1169| 1132| 990| 980|
856| 869| 759| 782| 683|
G’| 66.9| 65.4| 73.2| 70.9| 77.1| 74.0| 79.2| 75.5| 80.0| 75.8| 80.0|
75.2| 79.4| 74.2|
| 3| ****
SLRFD
| 2127| 1849| 1759| 1542| 1482| 1317| 1259| 1117| 1091| 967| 968| 857| 871|
772|
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|
| 4| ****
SLRFD
| 2288| 1996| 1902| 1677| 1621| 1438| 1386| 1244| 1202| 1078| 1067| 956| 960|
860|
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|
22| |
| SLRFO| 2441| 2132| 2041| 1805| 1745| 1555| 1513| 1362| 1313| 1189|
1165| 1055| 1049| 949|
| 5|
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|
| 6| ****
SLRFD
| 2585| 2258| 2174| 1925| 1865| 1667| 1629| 1465| 1424| 1300| 1264| 1153|
1138| 1038|
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|
| 7| SLRFO| 2722| 2375| 2302| 2039| 1982
82.8
| 1774
81.1
| 1735| 1564| 1535| 1395| 1363| 1252| 1226| 1127|
G’| 69.7| 68.9| 77.4| 76.2| 86.3| 84.2| 88.5| 86.0| 89.6| 86.7| 90.0|
86.8|
| 2| SLRFO| 2535| 2194| 2088| 1821| 1747
102.9
| 1537
98.0
| 1484| 1304| 1287| 1130| 1134| 994| 1020| 894|
G’| 94.0| 91.2| 100.0| 96.2| 103.6| 97.9| 103.0| 96.6| 101.4| 94.5|
99.3| 92.0|
| 3| ****
SLRFD
| 2773| 2415| 2298| 2020| 1954
105.2
| 1727
100.9
| 1666| 1486| 1446| 1288| 1275| 1135| 1147| 1020|
G’| 95.3| 92.9| 101.8| 98.5| 106.4| 101.3| 106.1| 100.3| 104.8| 98.6|
102.9| 96.3|
20
| 4| SLRFO| 2998| 2618| 2500| 2208| 2134| 1898| 1847| 1659| 1604
108.9
1763
111.4
| 1447
103.7
1606
106 . 7
| 1416| 1276| 1273| 1147|
G’| 96.4| 94.3| 103.4| 100.5| 107.2| 103.4| 108.8| 104.3| 107.9| 102.2|
106.3| 100.2|
5| SLRFO| 3210| 2804| 2693| 2384| 2308| 2061| 2014| 1808| 1557|
1417| 1400| 1274|
G’| 97.4| 95.5| 104.9| 102.2| 109.1| 105.7| 111.0| 107.0| 110.7| 105.5|
109.3| 103.7|
| 6| ****
SLRFD
| 3408| 2975| 2878| 2550| 2477
110.8
| 2216
107.7
| 2167| 1952| 1922
113.7
| 1740
109.5
| 1698| 1558| 1527
112.1
| 140 1
107.0
|
G’| 98.3| 96.6| 106.1| 103.8| 113.0| 109.4| 113.3| 108.6|
| 7| SLRFO| 3593| 3130| 3054| 2705| 2639| 2364| 2315| 2090| 2058|
1868| 1839| 1686| 1654| 1528|
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|
| 2| ****
SLRFD
| 3064| 2654| 2525| 2203| 2131| 1876| 1812| 1596| 1574| 1384| 1388| 1219|
1239| 1088|
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|
| 3| ****
SLRFD
| 3359| 2926| 2785| 2449| 2369| 2095| 2037| 1821| 1770| 1581| 1563| 1394|
1397| 1245|
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|
| 4| SLRFO| 3636| 3175| 3034| 2680| 2591| 2306| 2255| 2017| 1967|
1777| 1737| 1569| 1554| 1402|
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|
18| |
| | 3896| 3403| 3272| 2898| 2806| 2507| 2449| 2201| 2163| 1957| 1912| 1744|
1711| 1560|
| 5| SLRFD|
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|
| 6| SLRFO| 4138| 3611| 3499| 3101| 3014
164.5
| 2698
158.8
| 2638| 2378| 2341
161.2
| 2120
153.9
| 2087| 1910| 1868| 1717|
G’| 156.2| 152.7| 162.6| 157.9| 163.7| 157.1| 157.7| 149.8| 153.6|
145.4|
| 7| SLRFO| 4365| 3800| 3715| 3290| 3214
167.4
| 2879
162.1
| 2821| 2547| 2508
164.8
| 2278
158.1
| 2255| 2057| 2026| 1872|
G’| 157.9| 154.7| 164.9| 160.6| 167.0| 160.9| 161.6| 154.3| 157.7|
150.1|
16
| 2| ****
SLRFD
| 3130| 2714| 2581| 2256| 2189| 1921| 1868| 1650| 1624| 1433| 1434| 1264|
1282| 1129|
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|
3| SLRFO| 3444| 3002| 2859| 2517| 2434| 2156| 2110| 1881| 1836|
1645| 1622| 1452| 1451| 1298|
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|
4| ****
SLRFD
| 3738| 3265| 3125| 2763| 2671| 2380| 2327| 2084| 2047| 1850| 1810| 1640|
1620| 1468|
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|
5| ****
SLRFD
| 4012| 3504| 3377| 2992| 2900| 2593| 2534| 2280| 2246| 2029| 1998| 1826|
1790| 1637|
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|
6| SLRFO| 4267| 3720| 3618| 3205| 3121| 2795| 2735| 2467| 2429|
2203| 2182| 1986| 1959| 1806|
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|
7| ****
SLRFD
| 4503| 3915| 3845| 3402| 3333| 2985| 2930| 2647| 2608| 2370| 2346| 2142|
2128| 1952|
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|
- Tabulated diaphragm shear values are for attachment of steel deck to a base steel thickness, t, 2: 1/4″.
- Tabulated LRFD diaphragm shear loads are calculated with a phi factor () of 0.80 for wind loads. To calculate LRFD values for load combinations involving earthquake, divide values in table by 0.80 and multiply by a phi factor () of 0.70. Panel buckling has been checked.
- Please refer to footnotes 3 through 7 on page 171.
Limit States Design (LSD)- Factored resistance diaphragm shears, SLSo• (N/mm)
and stiffness factors, G’, (103 N/mm) for
standard 38mm deep flutes, 152mm center-to-center deck (Fi345 Mpa; F.i?:450
Mpa) installed with Hilti X-ENP-19 L 15 fasteners with 914/11 (36/11) or 914/9
(36/9) end and interior support fastener patterns 1•2•3•4•5•6•7
| Span(mm) |
|---|
Gauge
| Number of Hilti SLC per span|
Factor
| | 1200| | | 1500| | | 1800 **I ****2100
****I ****2400| | | 2700| | | 3000|
| | | | | | | Fasteners per sheet to support**
I I
| | | | | | |
| | | | | | | | |
22
| 2| SLSD| 27.2| 23.4| 22.4| 19.5| 18.6| 16.4| 15.8| 13.8| 13.7| 12.0|
12.2| 10.5| 11.0| 9.5
G’| 11.6| 11.4| 12.8| 12.4| 13.5| 13.0| 13.9| 13.2| 14.0| 13.3| 14.1|
13.2| 14.0| 13.1
3| SLSD| 29.6| 25.7| 24.5| 21.5| 20.7| 18.3| 17.6| 15.6| 15.2| 13.5| 13.5|
11.9| 12.2| 10.8
G’| 11.8| 11.5| 12.9| 12.6| 13.7| 13.3| 14.2| 13.6| 14.4| 13.7| 14.5|
13.7| 14.4| 13.6
4| | 31.7| 27.6| 26.4| 23.3| 22.5| 20.0| 19.4| 17.4| 16.8| 15.0| 14.9|
13.4| 13.4| 12.0
| 11.9| 11.7| 13.1| 12.8| 13.9| 13.5| 14.4| 13.9| 14.7| 14.1| 14.8| 14.1|
14.8| 14.1
5| | 33.8| 29.6| 28.4| 25.1| 24.2| 21.6| 21.0| 18.9| 18.3| 16.5| 16.2|
14.7| 14.6| 13.2
| 12.0| 11.8| 13.2| 13.0| 14.1| 13.8| 14.7| 14.2| 15.0| 14.5| 15.1| 14.5|
15.2| 14.5
6| | 35.9| 31.2| 30.2| 26.7| 25.8| 23.1| 22.7| 20.3| 19.8| 18.2| 17.6|
16.1| 15.8| 14.4
| 12.0| 11.9| 13.4| 13.1| 14.3| 14.0| 14.9| 14.5| 15.2| 14.8| 15.4| 14.9|
15.5| 14.9
7| | 37.7| 32.9| 32.0| 28.2| 27.5| 24.6| 24.0| 21.8| 21.3| 19.4| 18.9|
17.4| 16.1| 15.6
| 12.1| 12.0| 13.5| 13.3| 14.4| 14.1| 15.1| 14.7| 15.5| 15.0| 15.7| 15.2|
15.8| 15.2
20
| 2| | 35.1| 30.5| 29.0| 25.2| 24.3| 21.5| 20.7| 18.2| 18.0| 15.8|
15.8| 13.8| 14.1| 12.5
| 16.4| 15.9| 17.5| 16.8| 18.0| 17.2| 18.2| 17.2| 18.1| 17.0| 17.9| 16.7|
17.5| 16.2
3| | 38.4| 33.5| 32.0| 28.1| 27.2| 24.0| 23.3| 20.7| 20.1| 18.0| 17.7| 15.8|
15.9| 14.3
| 16.6| 16.2| 17.8| 17.2| 18.4| 17.7| 18.7| 17.8| 18.6| 17.7| 18.4| 17.4|
18.1| 17.0
4| | 41.6| 36.3| 34.7| 30.6| 29.6| 26.3| 25.7| 23.0| 22.4| 20.1| 19.8|
17.9| 17.7| 15.9
| 16.8| 16.4| 18.1| 17.6| 18.8| 18.1| 19.1| 18.3| 19.1| 18.2| 19.0| 18.0|
18.7| 17.7
5| | 44.4| 38.9| 37.4| 33.0| 32.0| 28.5| 27.9| 25.1| 24.6| 22.4| 21.8|
19.8| 19.5| 17.7
| 17.0| 16.7| 18.3| 17.9| 19.1| 18.5| 19.5| 18.8| 19.6| 18.8| 19.5| 18.6|
19.2| 18.3
6| | 47.1| 41.1| 39.9| 35.3| 34.4| 30.8| 30.0| 27.0| 26.7| 24.2| 23.7|
21.8| 21.3| 19.5
| 17.1| 16.8| 18.5| 18.1| 19.4| 18.8| 19.8| 19.2| 20.0| 19.2| 19.9| 19.1|
19.7| 18.8
7| | 49.7| 43.2| 42.3| 37.4| 36.6| 32.7| 32.1| 29.0| 28.5| 26.0| 25.7|
23.4| 21.5| 21.3
| 17.2| 17.0| 18.7| 18.4| 19.6| 19.2| 20.1| 19.5| 20.3| 19.7| 20.3| 19.6|
20.2| 19.4
18
| 2| | 42.5| 36.8| 35.1| 30.6| 29.7| 26.1| 25.2| 22.2| 21.9| 19.4|
19.4| 17.0| 17.3| 15.2
| 25.7| 24.7| 26.3| 25.0| 26.2| 24.7| 25.8| 24.1| 25.1| 23.3| 24.3| 22.4|
23.4| 21.5
3| | 46.5| 40.5| 38.7| 33.9| 32.9| 29.1| 28.4| 25.4| 24.6| 22.1| 21.8| 19.5|
19.5| 17.4
| 26.1| 25.3| 26.9| 25.8| 27.0| 25.6| 26.6| 25.1| 26.0| 24.3| 25.2| 23.5|
24.4| 22.6
4| | 50.4| 44.0| 42.0| 37.2| 36.0| 32.0| 31.4| 28.1| 27.5| 24.8| 24.2|
21.9| 21.6| 19.5
| 26.5| 25.8| 27.4| 26.4| 27.6| 26.4| 27.3| 26.0| 26.8| 25.3| 26.1| 24.5|
25.3| 23.6
5| | 54.0| 47.1| 45.3| 40.1| 38.9| 34.8| 34.1| 30.6| 30.2| 27.2| 26.7| 24.3|
23.9| 21.8
| 26.9| 26.2| 27.9| 27.0| 28.2| 27.1| 28.0| 26.8| 27.5| 26.2| 26.9| 25.4|
26.1| 24.6
6| | 57.3| 50.0| 48.5| 42.9| 41.9| 37.4| 36.6| 33.0| 32.6| 29.4| 29.1|
26.6| 26.0| 23.9
| 27.2| 26.6| 28.4| 27.6| 28.7| 27.8| 28.6| 27.5| 28.2| 27.0| 27.6| 26.3|
26.9| 25.5
7| | | | | | | | | | | | | | |
| 27.5| 27.0| 28.8| 28.0| 29.2| 28.3| 29.2| 28.2| 28.9| 27.7| 28.3| 27.1|
27.7| 26.3
16
| 2| | 43.4| 37.7| 35.9| 31.4| 30.5| 26.7| 26.0| 23.0| 22.7| 20.0|
20.0| 17.6| 17.9| 15.8
| 35.6| 33.9| 35.4| 33.3| 34.4| 32.1| 33.1| 30.7| 31.8| 29.2| 30.3| 27.7|
29.0| 26.3
3| | 47.7| 41.6| 39.6| 35.0| 33.8| 29.9| 29.4| 26.1| 25.5| 23.0| 22.7| 20.3|
20.3| 18.2
| 36.4| 34.9| 36.3| 34.5| 35.5| 33.5| 34.4| 32.1| 33.0| 30.7| 31.7| 29.2|
30.3| 27.9
4| | 51.8| 45.2| 43.4| 38.3| 37.1| 33.0| 32.3| 29.0| 28.5| 25.7| 25.2|
22.8| 22.5| 20.4
| 37.1| 35.8| 37.2| 35.6| 36.6| 34.7| 35.5| 33.4| 34.2| 32.0| 32.9| 30.6|
31.6| 29.3
5| | 55.5| 48.5| 46.8| 41.4| 40.2| 36.0| 35.1| 31.7| 31.2| 28.2| 27.8| 25.4|
24.9| 22.8
| 37.7| 36.6| 38.0| 36.5| 37.5| 35.8| 36.5| 34.6| 35.3| 33.3| 34.0| 31.9|
32.7| 30.6
6| | 59.0| 51.5| 50.1| 44.4| 43.2| 38.7| 38.0| 34.2| 33.8| 30.6| 30.3|
27.6| 27.3| 25.1
| 38.3| 37.2| 38.8| 37.4| 38.3| 36.8| 37.4| 35.7| 36.3| 34.5| 35.1| 33.1|
33.8| 31.8
7| | | | | | | | | | | | | | |
| 38.8| 37.9| 39.4| 38.2| 39.1| 37.7| 38.3| 36.7| 37.3| 35.5| 36.1| 34.3|
34.8| 33.0
1 Tabulated diaphragm shear values are for attachment of steel deck to a base
steel thickness, t, 6 mm.
2 Tabulated LSD diaphragm shear loads are calculated with a phi factor ()
of 0. 75 for wind loads. To calculate LSD values for load combinations
involving earthquake, divide values in table by 0. 75 and multiply by a phi
factor () of 0.55. Panel buckling has been checked.
3 Please refer to footnotes 3 through 7 on page 171.
Limit States Design (LSD)- Factored resistance diaphragm shears, SLSo• (N/mm)
and stiffness factors, G’, (103 N/mm) for
standard 38mm deep flutes, 152mm center-to-center deck (F i:345 Mpa; F
ui:!:450 Mpa) installed with Hilti X-ENP-19 L 15 fasteners with 914/7 (36/7)
or 914/4 (36/4) end and interior support fastener patterns1•2•3•4•5•6•7
Gauge
| ****
Number of Hilti SLC per span
| ****
Factor
| Span(mm)
---|---|---|---
1200| 1500| 1800| 1| 2100| 1| 2400|
2700| 3000
Fasteners per sheet to support
| | I| I| | | |
22
| 2| | | | | | | | | | | | | | |
| 10.8| 2.1| 11.5| 2.5| 11.9| 2.9| 11.9| 3.2| 11.8| 3.5| 11.6| 3.7| 11.3| 3.9
3| | 19.4| 14.1| 16.1| 12.2| 13.7| 10.7| 11.7| 9.3| 10.2| 8.4| 9.0|
7.5| 8.1| 6.8
| 11.1| 2.1| 11.9| 2.6| 12.3| 2.9| 12.5| 3.3| 12.4| 3.6| 12.3| 3.9| 12.0| 4.1
4| | 21.6| 15.5| 18.0| 13.5| 15.3| 12.0| 13.4| 10.7| 11.7| 9.6| 10.4|
8.7| 9.3| 8.0
| 11.3| 2.1| 12.2| 2.6| 12.7| 3.0| 12.9| 3.3| 13.0| 3.7| 12.9| 3.9| 12.7| 4.2
5| | 23.6| 15.5| 19.8| 14.7| 17.1| 13.2| 14.9| 11.9| 13.2| 10.7| 11.7|
9.8| 10.5| 8.9
| 11.4| 2.1| 12.5| 2.6| 13.1| 3.0| 13.4| 3.4| 13.5| 3.7| 13.4| 4.0| 13.2| 4.2
6| | 25.5| 17.5| 21.6| 15.8| 18.6| 14.3| 16.4| 12.9| 14.6| 11.7| 13.1|
10.7| 11.9| 9.8
| 11.6| 2.1| 12.7| 2.6| 13.3| 3.0| 13.7| 3.4| 13.9| 3.8| 13.9| 4.1| 13.7| 4.4
7| | 27.2| 18.3| 23.3| 16.7| 20.3| 15.2| 17.7| 13.8| 15.8| 12.6| 14.3|
11.6| 12.9| 10.7
| 11.7| 2.1| 12.9| 2.6| 13.6| 3.0| 14.0| 3.4| 14.2| 3.8| 14.3| 4.1| 14.2| 4.4
20
| 2| | 22.4| 16.4| 18.3| 14.0| 15.5| 12.0| 13.2| 10.5| 11.4| 9.3| 10.1|
8.1| 9.0| 7.4
| 14.9| 3.3| 15.4| 3.9| 15.5| 4.4| 15.2| 4.8| 14.8| 5.1| 14.3| 5.4| 13.8| 5.6
3| | 25.7| 18.6| 21.3| 16.1| 18.2| 14.1| 15.8| 12.5| 13.7| 11.1| 12.0|
10.1| 10.8| 9.2
| 15.3| 3.3| 16.0| 3.9| 16.2| 4.5| 16.1| 4.9| 15.7| 5.3| 15.3| 5.6| 14.8| 5.9
4| | 28.7| 20.4| 24.0| 18.0| 20.6| 15.9| 18.0| 14.3| 15.9| 12.9| 14.1|
11.7| 12.6| 10.7
| 15.7| 3.3| 16.5| 4.0| 16.8| 4.6| 16.8| 5.0| 16.5| 5.5| 16.1| 5.8| 15.7| 6.1
5| | 31.5| 21.9| 26.6| 19.5| 23.0| 17.6| 20.1| 15.9| 17.9| 14.4| 16.1|
13.1| 14.4| 12.0
| 16.0| 3.4| 17.0| 4.0| 17.4| 4.6| 17.4| 5.1| 17.2| 5.6| 16.9| 5.9| 16.5| 6.3
6| | 33.9| 23.0| 29.0| 20.9| 25.2| 18.9| 22.1| 17.3| 19.7| 15.8| 17.7|
14.4| 16.1| 13.4
| 16.3| 3.4| 17.3| 4.1| 17.8| 4.7| 18.0| 5.2| 17.9| 5.7| 17.6| 6.1| 17.2| 6.4
7| | 36.2| 23.9| 31.2| 21.9| 27.3| 20.1| 24.0| 18.5| 21.5| 17.0| 19.4|
15.6| 17.6| 14.6
| 16.5| 3.4| 17.7| 4.1| 18.3| 4.7| 18.5| 5.3| 18.4| 5.7| 18.2| 6.2| 17.9| 6.5
18
| 2| | 27.0| 19.8| 22.2| 17.0| 18.9| 14.6| 16.1| 12.8| 14.0| 11.4|
12.5| 10.1| 11.1| 9.0
| 22.6| 6.1| 22.4| 7.0| 21.7| 7.7| 20.8| 8.2| 19.8| 8.5| 18.8| 8.7| 17.9| 8.8
3| | 31.2| 22.7| 26.0| 19.7| 22.1| 17.1| 19.2| 15.2| 16.8| 13.7| 14.9|
12.3| 13.2| 11.1
| 23.5| 6.2| 23.5| 7.2| 23.0| 8.0| 22.1| 8.5| 21.2| 9.0| 20.3| 9.2| 19.3| 9.4
4| | 35.0| 24.8| 29.3| 21.9| 25.1| 19.4| 21.9| 17.4| 19.4| 15.6| 17.3|
14.3| 15.5| 13.1
| 24.2| 6.3| 24.5| 7.3| 24.1| 8.2| 23.3| 8.8| 22.5| 9.3| 21.6| 9.7| 20.6| 9.9
5| | 38.3| 26.4| 32.4| 23.7| 27.9| 21.3| 24.5| 19.4| 21.8| 17.6| 19.5|
16.1| 17.7| 14.7
| 24.9| 6.3| 25.3| 7.4| 25.0| 8.3| 24.4| 9.0| 23.6| 9.6| 22.7| 10.0| 21.9|
10.3
6| | 41.4| 27.9| 35.4| 25.4| 30.8| 23.1| 27.0| 21.0| 24.0| 19.2| 21.6|
17.7| 19.7| 16.2
| 25.4| 6.4| 26.0| 7.5| 25.9| 8.5| 25.4| 9.2| 24.6| 9.8| 23.8| 10.3| 23.0|
10.6
7| | | | | | | | | | | | | | |
| 25.9| 6.4| 26.6| 7.6| 26.6| 8.6| 26.2| 9.4| 25.6| 10.0| 24.8| 10.5| 24.0|
10.9
16
| 2| | 27.9| 20.4| 23.0| 17.4| 19.5| 15.2| 16.8| 13.2| 14.6| 11.9|
12.9| 10.5| 11.6| 9.5
| 30.5| 9.9| 29.2| 11.0| 27.7| 11.7| 26.0| 12.1| 24.4| 12.3| 22.9| 12.3|
21.6| 12.2
3| | 32.3| 23.3| 26.9| 20.3| 22.8| 17.9| 19.8| 15.8| 17.6| 14.1| 15.5|
12.8| 14.0| 11.7
| 31.9| 10.1| 30.9| 11.4| 29.5| 12.3| 27.9| 12.8| 26.4| 13.1| 24.9| 13.2|
23.5| 13.2
4| | 36.2| 25.5| 30.5| 22.7| 26.1| 20.1| 22.8| 18.0| 20.3| 16.4| 18.2|
14.9| 16.2| 13.7
| 33.2| 10.3| 32.4| 11.7| 31.1| 12.7| 29.6| 13.4| 28.1| 13.8| 26.6| 14.0|
25.2| 14.0
5| | 39.8| 27.2| 33.8| 24.6| 29.1| 22.2| 25.5| 20.1| 22.7| 18.3| 20.4|
16.7| 18.6| 15.3
| 34.3| 10.5| 33.7| 11.9| 32.6| 13.1| 31.2| 13.8| 29.7| 14.3| 28.2| 14.6|
26.8| 14.8
6| | 42.8| 28.5| 36.8| 26.1| 32.0| 23.9| 28.2| 21.8| 25.2| 20.0| 22.7|
18.5| 20.6| 17.0
| 35.2| 10.6| 34.9| 12.2| 33.9| 13.4| 32.6| 14.2| 31.1| 14.8| 29.7| 15.2|
28.3| 15.4
7| | | | | | | | | | | | | | |
| 36.1| 10.7| 35.9| 12.3| 35.1| 13.6| 33.8| 14.6| 32.5| 15.2| 31.1| 15.7|
29.7| 16.0
1 Tabulated diaphragm shear values are for attachment of steel deck to a base
steel thickness, t, 2: 6 mm.
2 Tabulated LSD diaphragm shear loads are calculated with a phi factor ()
of 0.75 for wind loads. To calculate LSD values for load combinations
involving earthquake, divide values in table by 0.75 and multiply by a phi
factor () of 0.55. Panel buckling has been checked.
3 Please refer to footnotes 3 through 7 on page 171.
ORDERING INFORMATION
DX 9-ENP Decking System
Documents / Resources
|
HILTI DX PTG 2021 Final Powder actuated direct fastening
tools
[pdf] User Manual
DX PTG 2021 Final Powder actuated direct fastening tools, DX PTG 2021 Final,
Powder actuated direct fastening tools, actuated direct fastening tools,
direct fastening tools, fastening tools, tools
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