Product Technical Guides : CA-EN Steel Deck Fastening Systems | Page 31
6''
36''
1-1/2''
6'' 152 mm
36''
1-1/2''
914 mm
38 mm
Steel Deck Fastening Systems
X-HSN 24 for Fastening Deck to Bar Joist 1.2
36/4
36/5
6''
36''
1-1/2''
6'' 152 mm
36''
914/5
1-1/2''
914 mm
38 mm
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
Sidelap
spacing
Hilti SLC 6,7,8
36" O.C.
24" O.C.
18" O.C.
22
12" O.C.
6" O.C.
3" O.C.
36" O.C.
24" O.C.
18" O.C.
20
12" O.C.
6" O.C.
3" O.C.
36" O.C.
24" O.C.
18" O.C.
18
12" O.C.
6" O.C.
3" O.C.
36" O.C.
24" O.C.
18" O.C.
16
12" O.C.
6" O.C.
3" O.C.
Factor
36/7
4'-0"
5
S LRFD
737
6''
G'
13.2
36''
S LRFD
813
G'
13.4
S LRFD
883
G'
13.5
S LRFD
1006
G'
13.7
S LRFD
1259
36/9
G'
13.9
S LRFD
1259
6''
G'
14.1
36''
S LRFD
985
G'
20.4
S LRFD
1095
G'
20.7
S LRFD
1194
G'
20.9
S LRFD
1364
36/11
G'
21.3
S LRFD
1696
6''
G'
21.8
36''
S LRFD
1696
G'
22.2
S LRFD
1224
G'
36.7
S LRFD
1364
G'
37.6
S LRFD
1490
G'
38.3
S LRFD
1704
G'
39.4
S LRFD
2111
G'
41.0
S LRFD
2111
G'
42.3
S LRFD
1359
G'
57.6
S LRFD
1518
G'
59.6
S LRFD
1661
G'
61.2
S LRFD
1900
G'
63.6
S LRFD
2347
G'
67.5
S LRFD
2347
G'
70.6
4
599
9.7
669
9.8
732
9.8
835
9.9
1023
10.1
1023
10.2
805
15.0
904
15.2
991
15.4
1131
15.6
1370
16.0
1370
16.2
1001
27.6
1128
28.3
1238
28.8
1411
29.5
1699
30.6
1699
31.3
1114
44.2
1257
45.7
1380
46.9
1572
48.6
1884
51.2
1884
53.1
5'-0"
5
4
646
534
15.8
11.6
1-1/2''
729
611
16.1
11.8
806
680
16.3
12.0
942
795
16.6
12.1
1223
1005
17.0
12.4
1223
1005
17.3
12.6
1-1/2''
870
722
23.9
17.8
989
831
24.4
18.2
1098
928
24.9
18.5
1286
1083
25.5
18.9
1656
1350
26.4
19.5
1-1/2''
1656
1350
27.1
19.9
1084
902
41.7
31.9
1238
1042
43.3
33.1
1377
1163
44.5
33.9
1614
1357
46.2
35.1
2067
1677
48.8
36.8
2067
1677
50.8
38.0
1207
1005
63.4
49.6
1382
1164
66.6
52.2
1538
1300
69.2
54.0
1804
1515
72.9
56.7
2301
1862
78.9
60.8
2301
1862
83.6
63.8
Span (ft- in.)
6'-0"
7'-0"
8'-0"
Fasteners per sheet to support
36/5
5
4
5
4
5
4
582
487
534
452
491
422
6'' 152 mm
18.1
13.4
20.1
15.1
21.9
16.6
36''
670
569
625
537
590
513
18.5
13.7
20.7
15.5
22.7
17.2
751
643
710
614
678
592
18.8
14.0
21.2
15.8
23.4
17.6
896
766
861
744
833
726
19.3
14.2
21.8
16.2
24.2
18.1
1197
991
1178
981
1162
973
36/7
19.9
14.6
22.7
16.8
25.3
18.8
1197
991
1178
981
1162
973
6'' 152 mm
20.3
14.9
23.3
17.1
26.1
19.3
36''
788
662
727
618
679
583
26.9
20.3
29.4
22.5
31.6
24.5
914
779
857
739
813
708
27.8
21.0
30.7
23.4
33.3
25.7
1029
882
977
847
937
820
28.4
21.4
31.6
24.1
34.5
26.5
1230
1049
1187
1023
1154
1002
36/9
29.3
22.0
32.9
24.9
36.1
27.6
1628
1336
1606
1325
1588
1317
6'' 152 mm
30.7
22.8
34.7
26.0
38.5
29.1
36''
1628
1336
1606
1325
1588
1317
31.6
23.4
36.0
26.8
40.1
30.0
985
830
911
777
853
735
45.7
35.5
48.7
38.4
51.1
40.9
1147
979
1079
932
1026
895
47.9
37.2
51.8
40.8
55.0
43.9
1295
1109
1233
1068
1185
1036
36/11
49.7
38.5
54.1
42.5
57.9
46.0
1548
1317
1498
1287
1459
1264
6''
52.1
40.2
57.4
44.8
62.0
48.9
36''
2034
1662
2010
1650
1991
1640
55.9
42.6
62.4
48.0
68.3
53.1
2034
1662
2010
1650
1991
1640
58.7
44.3
66.0
50.3
72.8
55.9
1099
928
1018
869
955
824
67.5
53.8
70.3
56.9
72.3
59.4
1283
1096
1209
1045
1152
1005
72.0
57.3
76.1
61.6
79.3
65.1
1450
1242
1383
1198
1331
1164
75.5
60.0
80.6
65.1
84.8
69.4
1733
1473
1680
1441
1638
1416
80.7
63.8
87.2
70.0
92.8
75.4
2267
1846
2242
1834
2222
1824
89.0
69.5
97.8
77.3
105.7
84.5
2267
1846
2242
1834
2222
1824
95.3
73.5
105.9
82.6
115.5
91.0
9'-0"
914/7
10'-0"
5
4
5
460
398
436
23.5
18.0
24.9
1-1/2''
914 mm
563
493
540
24.6
18.8
26.3
652
574
631
25.4
19.3
27.2
811
712
793
26.4
20.0
28.5
1150
967
1140
914/9
27.8
20.8
30.3
1150
967
1140
28.8
21.4
31.4
1-1/2''
914 mm
636
556
605
33.5
26.2
35.1
778
684
750
35.6
27.7
37.6
905
798
878
37.1
28.8
39.5
1127
986
1105
914/11
39.1
30.2
41.9
1574
1310
1563
42.1
32.0
45.4
714 mm 1-1/2''
1574
1310
1563
44.0
33.2
47.8
808
702
768
53.0
42.9
54.5
984
866
950
57.7
46.6
60.0
1146
1010
1115
61.2
49.2
64.1
1427
1245
1402
66.2
52.8
69.9
1-1/2''
1975
1633
1962
73.7
57.8
78.7
1975
1633
1962
79.1
61.2
85.0
906
788
865
73.6
61.3
74.6
1106
974
1069
81.8
68.0
83.8
1290
1136
1256
88.2
73.1
91.1
1605
1396
1578
97.6
80.3
101.8
2206
1817
2193
112.7
91.1
119.0
2206
1817
2193
124.3
98.8
132.3
4
381
19.2
38 mm
477
20.2
560
20.9
701
21.7
962
22.8
962
23.4
38 mm
532
27.8
663
29.6
780
30.9
972
32.6
1304
34.8
38 mm
1304
36.2
675
44.7
842
49.0
989
52.1
1229
56.3
1627
62.3
1627
66.3
759
62.8
948
70.5
1114
76.3
1380
84.6
1810
97.1
1810
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.
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