Type F Deck (Intermediate Rib)
Roofing & SidingType F Intermediate Rib is an older deck profile still widely used, particularly where roofs must nest with an existing F deck roof. All attributes that apply to B deck also apply to F deck. Load carrying capabilities for Type F deck are less than Type B deck.
Type F Deck Properties
Section Properties (Fy=33 ksi)
| Gage | Design Thickness | Weight (psf) Ptd | Weight (psf) Galv | Ip(In4) | In(In4) | Sp(In3) | Sn(In3) |
| 22 | .0295 | 1.58 | 1.61 | 0.1307 | 0.1523 | 0.1307 | 0.1419 |
| 20 | .0358 | 1.98 | 2.04 | 0.1689 | 0.1851 | 0.1625 | 0.1728 |
| 18 | .0474 | 2.60 | 2.70 | 0.2412 | 0.2458 | 0.2218 | 0.2285 |
| 16 | .0598 | 3.10 | 3.20 | 0.3109 | 0.3109 | 0.2851 | 0.2875 |
| Section Properties calculated in accordance with AISI specifications. | |||||||
Available Type F Deck
| Gage | Span
Cond |
Max SDI
Const Sp |
Uniform Total Load in Pounds Per Square Foot (Dead and Live) | ||||||||||
| 5’-0” | 5’-6” | 6’-0” | 6’-6” | 7’-0” | 7’-6” | 8’-0” | 8’-6” | 9’-0” | 9’-6” | 10’-0” | |||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 22 | One | 5’-2” | 70 | 58 | 49 | 41 | 35 | 30 | |||||
| 20 | 6’-0” | 87 | 72 | 60 | 50 | 42 | 36 | 31 | |||||
| 18 | 7’-1” | 119 | 98 | 82 | 68 | 56 | 48 | 41 | 36 | 32 | |||
| 16 | 8’-1” | 153 | 126 | 105 | 85 | 70 | 58 | 50 | 43 | 38 | 34 | 30 | |
| 22 | Two | 6’-2” | 76 | 63 | 53 | 45 | 39 | 34 | |||||
| 20 | 7’-1” | 92 | 76 | 64 | 54 | 47 | 41 | 36 | 32 | ||||
| 18 | 8’-4” | 122 | 101 | 85 | 72 | 62 | 54 | 47 | 42 | 37 | 33 | 30 | |
| 16 | 9’-5” | 154 | 127 | 107 | 91 | 78 | 68 | 60 | 53 | 47 | 42 | 38 | |
| 22 | Three or More | 6’-2” | 95 | 79 | 66 | 56 | 48 | 42 | 37 | 33 | |||
| 20 | 7’-1” | 115 | 95 | 80 | 68 | 59 | 51 | 45 | 40 | 35 | 32 | ||
| 18 | 8’-4” | 153 | 126 | 106 | 90 | 78 | 68 | 59 | 53 | 47 | 42 | 38 | |
| 16 | 9’-5” | 192 | 159 | 134 | 114 | 98 | 85 | 75 | 66 | 59 | 53 | 48 | |
|
Notes:
1. Load tables are calculated using section properties based on the steel design thickness shown in the Steel Deck Institute (SDI) design manual. 2. Loads shown in the shaded areas are governed by the live load deflection not in excess of |
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