Corrugated Steel Decking

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  • 8/10/2019 Corrugated Steel Decking

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    Corrugated Steel Decking

    Gray painted tops

    view of B Deck

    spanning multiple

    supports

    Resin and Wood

    Composite FlooriPanels top deck

    layer with drill

    screw fasteners

    (not C10 TEK

    screw which is

    used to fasten B

    Deck to

    supports)

    B Deck with white underside provides illuminuation benefits

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    Dimensions

    Ordering Notes: To order material, specify quantity of pieces, gage, finish, and panel length.

    To calculate price of special lengths, multiply width (3) x special length (in feet) x price per square foot.

    $500 minimum order.

    P3606

    Series

    Gage

    Finish

    Width

    Length

    Price

    Length

    Price

    Length

    Price

    Length

    Price

    Special L

    Price p

    Sq. F

    22

    Painted - Grey Top,

    White Bottom

    3' 12'

    $101.20

    16'

    $134.93

    20'

    $168.67

    20' 6"

    $172.89 $3.0

    22

    All Galvanized $100.00 $133.33 $166.67 $170.83 $3.0

    20

    Painted - Grey Top,

    White Bottom

    $120.00 $160.00 $200.00 $205.00 $3.6

    20

    All Galvanized $123.20 $164.27 $205.33 $210.47 $3.7

    18

    Painted - Grey Top,

    White Bottom

    $170.40 $227.20 $284.00 $291.10 $5.2

    18

    All Galvanized $168.00 $224.00 $280.00 $287.00 $5.13

    Optional Tek Fasteners - Model C10 (12-24 x 1 1/4 Tek #5) -$38.00/hundred.

    Loads shown in the tables below are the allowable uniform loads in pounds per square foot (kilopascals).

    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)

    Type

    Nominal

    Thick (in.)

    SINGLE SPAN (ft)

    4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 1

    22 0.030 150 (117) (88) (69) (55) (46)

    20 0.036 183 145 (110) (85) (68) (56) (46)

    18 0.048 251 198 (154) (118) (94) (76) (63) (53) (45)

    16

    0.060

    315

    249

    (192)

    (147)

    (115)

    (93)

    (76)

    (64)

    (54)

    (47)

    (41)

    Type

    Nominal

    Thick (in.)

    DOUBLE SPAN (ft)

    4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 1

    22 0.030 152 121 98 81 69 59 51 44

    20 0.036 186 148 120 100 84 72 62 54 47 42

    18 0.048 256 203 164 136 114 97 84 73 64 57 51 45

    16 0.060 318 251 204 168 141 120 104 90 80 70 63 56

    Type

    Nominal

    Thick (in.)

    TRIPLE SPAN (ft)

    4.00 4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 1

    22

    0.030

    188

    148

    120

    99

    83

    71

    61

    53

    (46)

    (40)

    20 0.036 229 181 146 121 102 87 75 65 (56) (48) (42)

    18 0.048 313 247 200 166 139 119 102 89 (76) (65) (57) (50)

    16 0.060 394 312 252 209 175 149 129 (112) (94) (80) (69) (60)

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    Service Load Tables (kPa)

    Type

    Nominal

    Thick

    (mm)

    SINGLE SPAN (mm)

    1200 1350 1500 1650 1800 1950 2100 2250 2400 2550 2700 2850

    22 0.76 7.42 5.86 (4.41) (3.43) (2.75) (2.27)

    20 0.91 9.04 7.15 (5.50) (4.25) (3.39) (2.77) (2.31) (1.97)

    18 1.21 12.38 9.78 (7.72) (5.92) (4.67) (3.78) (3.12) (2.63) (2.25) (1.95)

    16 1.52 15.59 12.32 (9.61) (7.34) (5.76) (4.64) (3.81) (3.18) (2.71) (2.34) (2.04)

    Type

    Nominal

    Thick

    (mm)

    DOUBLE SPAN (mm)

    1200 1350 1500 1650 1800 1950 2100 2250 2400 2550 2700 2850

    22 0.76 7.52 5.97 4.85 4.02 3.39 2.89 2.50 2.18 1.92

    20 0.91 9.19 7.30 5.93 4.92 4.14 3.53 3.05 2.66 2.34 2.07

    18 1.21 12.67 10.01 8.11 6.70 5.63 4.80 4.14 3.60 3.17 2.81 2.50 2.25

    16 1.52 15.72 12.42 10.06 8.32 6.99 5.95 5.13 4.47 3.93 3.48 3.11 2.79

    Type

    Nominal

    Thick(mm)

    TRIPLE SPAN (mm)

    1200 1350 1500 1650 1800 1950 2100 2250 2400 2550 2700 2850

    22 0.76 9.27 7.33 5.94 4.91 4.12 3.51 3.03 2.64 (2.29) (1.99)

    20 0.91 11.31 8.93 7.24 5.98 5.02 4.28 3.69 3.22 (2.79) (2.41) (2.10)

    18 1.21 15.47 12.23 9.90 8.18 6.88 5.86 5.05 4.40 (3.82) (3.26) (2.82) (2.47)

    16 1.52 19.49 15.40 12.47 10.31 8.66 7.38 6.36 5.54 (4.69) (3.99) (3.43) (2.99)

    Physical Properties

    Nominal

    Thickness

    Design

    Thickness

    Overall

    Depth Weight

    Allowable Reaction Section Modules

    Mom

    of Ine

    Bearing 3 in. (76mm)

    M+ M-end interior

    Typein. in. in. lb/ft lb lb in. in. in.

    (mm) (mm) (mm) (kg/m ) (kN) (kN) (mm ) (mm ) (mm

    22

    0.030 0.0300 1.49 1.68 485 954 0.178 0.185 0.14

    (0.76) (0.762) (37.7) (8.22) (7.08) (13.92) (9580) (9961) (2021

    200.036

    0.0358

    1.49

    2.01

    649

    1,433

    0.217

    0.226

    0.18(0.91) (0.909) (37.8) (9.83) (9.47) (20.91) (11680) (12165) (2585

    18

    0.048 0.0479 1.50 2.66 1,037 2,631 0.297 0.304 0.27

    (1.21) (1.217) (38.1) (12.97) (15.14) (38.39) (15984) (16365) (3727

    16

    0.060 0.0595 1.51 3.33 1,848 4,075 0.374 0.378 0.34

    (1.52) (1.511) (38.5) (16.22) (26.98) (59.47) (20131) (20302) (4698

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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-FormedSteel Structural Members, considering steel produced according to ASTM A 653 SS Grade 33,yield strength = 33 ksi (230 MPa).

    Installation

    Steel deck sheets lap one another side to side and length to length. Deck is fastened to suggested methods of deckfastening supports using 12-24 x 1 " 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 thechannels along the interior length of the deck panel. NOTE:If screws are used to attach deck to supports, a12-24 x 1 " TEK #5 is advised. If deck is welded then Arc Puddle Welds are generally the most efficient andeconomical method of attaching steel deck to structural supports. Either E60XX or E70XX welding rods arerecommended and the amperage must be adjusted to individual jobsite requirements: the American Welding SocietySpecifications for Welding Sheet Steel in Structures should be followed.