Page 67 - FUXIN Catalog
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APPENDIX D
I-Deck 1000 Technical Data Sheet
Design Note:
• The calculations are in accordance with ANSI C-2017 Standard for Composite Steel Floor Deck-Slabs
• Construction live load is 0.96kN/m2
• Construction stage de ection is limited to span/180
• The capacity table is only valid for Fuxin’s I-Deck 1000
Section Properties
Panel Gauge (mm)
Fy
(MPa)
Weight
(kg/m2)
Positive Bendings
Negative Bendings
Ixe
(cm4)
Sxe
(cm3)
Maxo
(kN.m)
Ixe
(cm4)
Sxe
(cm3)
Maxo
(kN.m)
0.80
300
7.54
35.20
11.35
2.04
37.80
13.04
1.96
0.90
300
8.48
40.70
13.27
2.38
43.70
15.29
2.29
1.00
300
9.42
46.40
15.27
2.74
49.70
17.62
2.64
1.10
300
10.36
52.00
17.36
3.12
56.00
20.00
3.59
1.20
300
11.30
58.00
19.52
3.51
62.00
22.32
4.01
1.30
300
11.92
61.75
21.54
3.87
64.34
23.21
4.17
APPENDIX I
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