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Our
steel deck (P-3606) is roll-formed to cover 36 in. (914 mm)
in width. |
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The
flutes are 1.5 in. (38 mm) deep and are spaced at 6 in. |
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(152 mm) on center. The deck |
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can be rolled to lengths from |
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6 ft (1,800 mm) to 42 ft 6 in. |
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| (13,000
mm) and stacked in bundles |
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| that
will not exceed 4,000 pounds (1,800 kg) unless |
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otherwise by the customer. |
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decks are readily available with steel galvanized according |
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ASTM standard A 653 with zinc thicknesses corresponding to
G90 |
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(Z275),
G60 (Z180) or A25 (ZF75). We also offer gray painted
deck. Other finishes |
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| are
available upon request; please check with our sales department
for availability. |
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| Nominal
thicknesses range from 0.030 in. (0.76 mm) to 0.060 in. (1.52
mm). |
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Gray
painted topside
view of B Deck
spanning multiple
supports |
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Resin
and Wood
Composite Flooring
Panels top deck
layer with drill
screw fasteners
(not C10 TEK
screw which is
used to fasten B
Deck to
supports) |
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| B
Deck with white underside provides illuminuation benefits
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| Dimensions |
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Order
Online, by Phone, or by E-Mail |
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~
Add items to your online shopping cart ~
Click a Price of the item
you wish to purchase.
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| Ordering
Notes: To order material, specify quantity of pieces,
gage, finish, and panel length. |
| $1000
minimum order. |
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Loads
shown in the tables below are the allowable uniform loads
in pounds per square foot (kilopascals). |
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For
spans of 4 ft 6 in. (1.37 m) and over, loads that are in brackets
indicate that the allowable total load shown
is limited to the live load, producing a deflection equal
to the span/240 plus 10 psf (0.5 kPa). For spans of less
than 4 ft 6 in. (1.37 m), loads that are in brackets indicate
that the allowable total load shown is limited by web
crippling instead of bending. |
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| Service
Load Tables (psf) |
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Type |
Nominal
Thick (in.) |
SINGLE SPAN (ft) |
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4.00 |
4.50 |
5.00 |
5.50 |
6.00 |
6.50 |
7.00 |
7.50 |
8.00 |
8.50 |
9.00 |
9.50 |
10.00 |
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22 |
0.030 |
150 |
(117) |
(88) |
(69) |
(55) |
(46) |
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20 |
0.036 |
183 |
145 |
(110) |
(85) |
(68) |
(56) |
(46) |
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18 |
0.048 |
251 |
198 |
(154) |
(118) |
(94) |
(76) |
(63) |
(53) |
(45) |
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16 |
0.060 |
315 |
249 |
(192) |
(147) |
(115) |
(93) |
(76) |
(64) |
(54) |
(47) |
(41) |
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Type |
Nominal
Thick (in.) |
DOUBLE SPAN (ft) |
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4.00 |
4.50 |
5.00 |
5.50 |
6.00 |
6.50 |
7.00 |
7.50 |
8.00 |
8.50 |
9.00 |
9.50 |
10.00 |
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22 |
0.030 |
152 |
121 |
98 |
81 |
69 |
59 |
51 |
44 |
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20 |
0.036 |
186 |
148 |
120 |
100 |
84 |
72 |
62 |
54 |
47 |
42 |
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18 |
0.048 |
256 |
203 |
164 |
136 |
114 |
97 |
84 |
73 |
64 |
57 |
51 |
45 |
41 |
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16 |
0.060 |
318 |
251 |
204 |
168 |
141 |
120 |
104 |
90 |
80 |
70 |
63 |
56 |
51 |
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Type |
Nominal
Thick (in.) |
TRIPLE SPAN (ft) |
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4.00 |
4.50 |
5.00 |
5.50 |
6.00 |
6.50 |
7.00 |
7.50 |
8.00 |
8.50 |
9.00 |
9.50 |
10.00 |
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22 |
0.030 |
188 |
148 |
120 |
99 |
83 |
71 |
61 |
53 |
(46) |
(40) |
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20 |
0.036 |
229 |
181 |
146 |
121 |
102 |
87 |
75 |
65 |
(56) |
(48) |
(42) |
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18 |
0.048 |
313 |
247 |
200 |
166 |
139 |
119 |
102 |
89 |
(76) |
(65) |
(57) |
(50) |
(44) |
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16 |
0.060 |
394 |
312 |
252 |
209 |
175 |
149 |
129 |
(112) |
(94) |
(80) |
(69) |
(60) |
(53) |
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| Service
Load Tables (kPa) |
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Type
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Nominal
Thick (mm)
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SINGLE SPAN (mm)
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1200
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1350
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1500
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1650
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1800
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1950
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2100
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2250
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2400
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2550
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2700
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2850
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3000
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22
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0.76
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7.42
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5.86
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(4.41)
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(3.43)
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(2.75)
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(2.27)
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20
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0.91
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9.04
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7.15
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(5.50)
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(4.25)
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(3.39)
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(2.77)
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(2.31)
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(1.97)
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18
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1.21
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12.38
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9.78
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(7.72)
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(5.92)
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(4.67)
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(3.78)
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(3.12)
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(2.63)
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(2.25)
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(1.95)
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16
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1.52
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15.59
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12.32
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(9.61)
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(7.34)
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(5.76)
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(4.64)
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(3.81)
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(3.18)
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(2.71)
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(2.34)
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(2.04)
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Type
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Nominal
Thick (mm)
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DOUBLE SPAN (mm)
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1200
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1350
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1500
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1650
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1800
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1950
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2100
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2250
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2400
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2550
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2700
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2850
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3000
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22
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0.76
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7.52
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5.97
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4.85
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4.02
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3.39
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2.89
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2.50
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2.18
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1.92
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20
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0.91
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9.19
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7.30
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5.93
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4.92
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4.14
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3.53
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3.05
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2.66
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2.34
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2.07
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18
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1.21
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12.67
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10.01
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8.11
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6.70
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5.63
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4.80
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4.14
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3.60
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3.17
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2.81
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2.50
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2.25
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2.03
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16
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1.52
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15.72
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12.42
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10.06
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8.32
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6.99
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5.95
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5.13
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4.47
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3.93
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3.48
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3.11
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2.79
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2.52
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Type
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Nominal
Thick (mm)
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TRIPLE SPAN (mm)
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1200
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1350
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1500
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1650
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1800
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1950
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2100
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2250
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2400
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2550
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2700
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2850
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3000
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22
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0.76
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9.27
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7.33
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5.94
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4.91
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4.12
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3.51
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3.03
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2.64
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(2.29)
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(1.99)
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20
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0.91
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11.31
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8.93
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7.24
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5.98
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5.02
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4.28
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3.69
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3.22
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(2.79)
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(2.41)
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(2.10)
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18
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1.21
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15.47
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12.23
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9.90
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8.18
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6.88
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5.86
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5.05
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4.40
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(3.82)
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(3.26)
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(2.82)
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(2.47)
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(2.19)
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16
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1.52
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19.49
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15.40
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12.47
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10.31
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8.66
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7.38
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6.36
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5.54
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(4.69)
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(3.99)
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(3.43)
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(2.99)
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(2.63)
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| Physical
Properties |
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Nominal
Thickness |
Design
Thickness |
Overall
Depth |
Weight |
Allowable Reaction |
Section Modules |
Moment
of Inertia |
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Bearing 3 in. (76mm) |
M+ |
M- |
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end |
interior |
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Type |
in. |
in. |
in. |
lb/ft2 |
lb |
lb |
in.3 |
in.3 |
in.4 |
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(mm) |
(mm) |
(mm) |
(kg/m2) |
(kN) |
(kN) |
(mm3) |
(mm3) |
(mm4) |
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22 |
0.030 |
0.0300 |
1.49 |
1.68 |
485 |
954 |
0.178 |
0.185 |
0.148 |
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(0.76) |
(0.762) |
(37.7) |
(8.22) |
(7.08) |
(13.92) |
(9580) |
(9961) |
(202100) |
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20 |
0.036 |
0.0358 |
1.49 |
2.01 |
649 |
1,433 |
0.217 |
0.226 |
0.189 |
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(0.91) |
(0.909) |
(37.8) |
(9.83) |
(9.47) |
(20.91) |
(11680) |
(12165) |
(258530) |
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18 |
0.048 |
0.0479 |
1.50 |
2.66 |
1,037 |
2,631 |
0.297 |
0.304 |
0.273 |
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(1.21) |
(1.217) |
(38.1) |
(12.97) |
(15.14) |
(38.39) |
(15984) |
(16365) |
(372703) |
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16 |
0.060 |
0.0595 |
1.51 |
3.33 |
1,848 |
4,075 |
0.374 |
0.378 |
0.344 |
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(1.52) |
(1.511) |
(38.5) |
(16.22) |
(26.98) |
(59.47) |
(20131) |
(20302) |
(469816) |
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Properties
are based on a unit width of 12 in. for imperial units and
a unit width of 1000 mm for S.I. units.
The properties in the table were calculated according to AISI
1996 Specification for the Design of Cold-Formed
Steel Structural Members, considering steel produced according
to ASTM A 653 SS Grade 33,
yield strength = 33 ksi (230 MPa). |
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| Installation |
Steel
deck sheets lap one another side to side and length to length.
Deck is fastened to suggested methods of deck
fastening supports using 12-24 x 1 ¼" TEK #5 screws
(C10 optional). End of deck panels should have a screw (C10)
in each corrugation touching the supports and they should
be installed in alternate corrugations where they meet the
channels along the interior length of the deck panel. NOTE:
If screws are used to attach deck to supports, a
12-24 x 1 ¼" TEK #5 is advised. If deck is welded
then Arc Puddle Welds are generally the most efficient and
economical method of attaching steel deck to structural supports.
Either E60XX or E70XX welding rods are
recommended and the amperage must be adjusted to individual
jobsite requirements: the American Welding Society
Specifications for Welding Sheet Steel in Structures should
be followed. |
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Corrugated
Steel Decking, B Deck, Mezzanine Decking, ResinDek, Drill
Screw Fasteners, Mezzanine Flooring, Deck Panels,
Galvanized B Deck, and Roof Deck from your source for material
handling equipment.
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