Type S Deck is formed to yield a continuous pattern of 9/16” high ribs on 2.67”centers and engineered for maximum structural stiffness. This form deck can be used when a non-composite slab is required and the clear span is short. S Deck is available in stainless steel and galvanized steel.
Section Properties (Fy=80 ksi) | ||||||
Gage | Design Thickness | Weight (psf)Glv | Ip(In4) | In(In4) | Sp(In3) | Sn(In3) |
28 |
.0149 | 0.85 | 0.0116 | 0.0113 | 0.0356 | 0.037 |
26 |
.0179 | 1.02 | 0.014 | 0.0139 | 0.0449 | 0.045 |
24 |
.0238 | 1.30 | 0.0186 | 0.0186 | 0.0607 | 0.0602 |
22 |
.0295 | 1.55 | 0.0231 | 0.023 | 0.0747 | 0.0742 |
Section properties calculated in accordance with AISI specifications |
Slab Depth |
Gage |
Weight PSF |
NW Concrete |
Weight PSF |
LW Concrete 110 PCF |
||||
---|---|---|---|---|---|---|---|---|---|
1 Span | 2 Span | 3 Span | 1 Span | 2 Span | 3 Span | ||||
2.0” |
28 | 23 |
2-3 | 2-10 | 2-11 | 17 |
2-4 | 3-0 | 3-0 |
26 | 23 |
2-9 | 3-6 | 3-7 | 18 |
2-10 | 3-8 | 3-9 | |
24 | 23 |
3-5 | 4-6 | 4-6 | 18 |
3-7 | 4-8 | 4-9 | |
22 | 23 |
4-0 | 5-3 | 5-4 | 18 |
4-3 | 5-7 | 5-7 | |
2.5” |
28 | 29 |
2-2 | 2-9 | 2-10 | 22 |
2-3 | 2-10 | 2-11 |
26 | 29 |
2-7 | 3-5 | 3-5 | 22 |
2-9 | 3-7 | 3-7 | |
24 | 29 |
3-3 | 4-3 | 4-4 | 22 |
3-6 | 4-6 | 4-7 | |
22 | 29 |
3-10 | 5-0 | 5-1 | 23 |
4-0 | 5-3 | 5-4 | |
3.0” |
28 | 35 |
2-1 | 2-8 | 2-8 | 27 |
2-2 | 2-10 | 2-10 |
26 | 35 |
2-6 | 3-3 | 3-4 | 27 |
2-8 | 3-5 | 3-6 | |
24 | 35 |
3-1 | 4-1 | 4-2 | 27 |
3-4 | 4-4 | 4-5 | |
22 | 35 |
3-7 | 4-9 | 4-10 | 27 |
3-11 | 5-1 | 5-2 | |
3.5” |
28 | 41 |
2-0 | 2-7 | 2-7 | 31 |
2-1 | 2-9 | 2-9 |
26 | 41 |
2-5 | 3-2 | 3-2 | 31 |
2-7 | 3-4 | 3-5 | |
24 | 41 |
3-0 | 3-11 | 4-0 | 32 |
3-2 | 4-2 | 4-3 | |
22 | 42 |
3-5 | 4-7 | 4-7 | 32 |
3-9 | 4-11 | 4-11 | |
4.0” |
28 | 47 |
1-11 | 2-6 | 2-7 | 36 |
2-1 | 2-8 | 2-8 |
26 | 47 |
2-4 | 3-1 | 3-1 | 36 |
2-6 | 3-2 | 3-2 | |
24 | 47 |
2-10 | 3-9 | 3-10 | 36 |
3-1 | 4-1 | 4-1 | |
22 | 48 |
3-4 | 4-5 | 4-5 | 36 |
3-7 | 4-9 | 4-10 | |
4.5” |
28 | 53 |
1-10 | 2-5 | 2-6 | 40 |
2-0 | 2-7 | 2-8 |
26 | 53 |
2-3 | 3-0 | 3-0 | 40 |
2-4 | 3-3 | 3-3 | |
24 | 53 |
2-9 | 3-8 | 3-9 | 41 |
3-0 | 3-11 | 4-0 | |
22 | 54 |
3-2 | 4-3 | 4-3 | 41 |
3-6 | 4-7 | 4-8 | |
5.0” | 28 | 59 |
1-10 | 2-5 | 2-5 | 45 |
1-11 | 2-6 | 2-7 |
26 | 59 |
2-2 | 2-11 | 2-11 | 45 |
2-4 | 3-1 | 3-2 | |
24 | 59 |
2-8 | 3-7 | 3-7 | 45 |
2-11 | 3-10 | 3-11 | |
22 | 60 |
3-1 | 4-1 | 4-2 | 46 |
3-4 | 4-5 | 4-6 |
Span Condition | Gage | Design Criteria | Uniform Total Load in Pounds Per Square Foot (Dead and Live) | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
2’-0” | 2’-6” | 3’-0” | 3’-6” | 4’-0” | 4’-6” | 5’-0” | 5’-6” | 6’-0” | |||
One |
28 |
36000 | 211 | 135 | 94 | 69 | 52 | 41 | 33 | ||
L/240 | 94 | 48 | 28 | ||||||||
L/180 | 126 | 64 | 37 | 23 | |||||||
26 |
36000 | 267 | 171 | 118 | 87 | 66 | 52 | 42 | |||
L/240 | 114 | 58 | 33 | 21 | |||||||
L/180 | 152 | 77 | 45 | 28 | |||||||
24 |
36000 | * | 231 | 160 | 118 | 90 | 71 | 57 | 47 | 40 | |
L/240 | 151 | 77 | 45 | 28 | |||||||
L/180 | 202 | 103 | 60 | 37 | 25 | ||||||
22 |
36000 | * | 284 | 197 | 145 | 111 | 87 | 71 | 58 | 49 | |
L/240 | 188 | 96 | 55 | 35 | 23 | ||||||
L/180 | 251 | 128 | 74 | 46 | 31 |
Span Condition | Gage | Design Criteria | Uniform Total Load in Pounds Per Square Foot (Dead and Live) | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
2’-0” | 2’-6” | 3’-0” | 3’-6” | 4’-0” | 4’-6” | 5’-0” | 5’-6” | 6’-0” | |||
Two |
28 |
36000 | 221 | 142 | 98 | 72 | 55 | 43 | 35 | ||
L/240 | 228 | 117 | 67 | 42 | 28 | 20 | |||||
L/180 | * | 156 | 90 | 56 | 38 | 26 | |||||
26 |
36000 | 270 | 173 | 120 | 88 | 67 | 53 | ||||
L/240 | 275 | 140 | 81 | 51 | 34 | 24 | |||||
L/180 | * | 187 | 108 | 68 | 45 | 32 | |||||
24 |
36000 | 231 | 160 | 118 | 90 | 71 | 57 | 47 | 40 | ||
L/240 | 187 | 108 | 68 | 45 | 32 | 23 | |||||
L/180 | 249 | 144 | 91 | 61 | 42 | 31 | |||||
22 |
36000 | 284 | 197 | 145 | 111 | 87 | 71 | 58 | 49 | ||
L/240 | 232 | 134 | 84 | 56 | 39 | 29 | 21 | ||||
L/180 | * | 179 | 113 | 75 | 53 | 38 | 29 |
Span Condition | Gage | Design Criteria | Uniform Total Load in Pounds Per Square Foot (Dead and Live) | ||||||||
---|---|---|---|---|---|---|---|---|---|---|---|
2’-0” | 2’-6” | 3’-0” | 3’-6” | 4’-0” | 4’-6” | 5’-0” | 5’-6” | 6’-0” | |||
Three or More | 28 | 36000 | 273 | 177 | 123 | 90 | 69 | 54 | 44 | ||
L/240 | 179 | 92 | 53 | 33 | 22 | ||||||
L/180 | 239 | 122 | 71 | 44 | 29 | ||||||
26 | 36000 | * | 216 | 150 | 110 | 84 | 66 | 54 | |||
L/240 | 216 | 110 | 64 | 40 | 27 | ||||||
L/180 | 288 | 147 | 85 | 53 | 36 | ||||||
24 | 36000 | * | 289 | 200 | 147 | 112 | 89 | 72 | 59 | 50 | |
L/240 | 287 | 147 | 85 | 53 | 35 | 25 | |||||
L/180 | * | 196 | 113 | 71 | 47 | 33 | |||||
22 | 36000 | * | 247 | 181 | 139 | 109 | 89 | 73 | 61 | ||
L/240 | 182 | 105 | 66 | 44 | 31 | 22 | |||||
L/180 | 243 | 141 | 88 | 59 | 41 | 30 |
© Copyright 2024 James River Steel - Privacy Policy