Canam Steel Deck 3rd

3

TABLE OF CONTENTS

Utility /Product P-3606 P-2436 P-2404 P-2438 P-2403 P-3623 P-2432

Roof Deck √ √ √ √ √

Floor Deck (Composite) √ √

Form Deck (Non Composite) √ √

Deck Features

Vented Deck √ √ √ √ √ √ √

Integral Hanger Tab √ √

Acoustical Deck √ √ √ √ √

Technical Data

Diaphragm √ √ √ √ √ √ √

Depth 1 ½” (38mm) 3” (76mm) 3” (76mm) 3” (76mm) 3” (76mm) 2” (51mm) 3” (76mm)

Coverage 36” (914mm) 24” (610mm) 24” (610mm) 24” (610mm) 24” (610mm) 36” (914mm) 24” (610mm)

4

OUR SERVICE

For project design, bid presentation or component manufacturing, our sales representatives,

engineers, technicians and draftsmen are at your service. Our team can suggest efficient and economical

solutions.

DRAWINGS

Canam Asia produces its own shop drawings for the fabrication of your steel joists, trusses and steel deck.

FABRICATION

Our production equipment has always been at the leading edge of technology. We have continued to invest significantly to acquire the best available equipment in the industry, including computer-aided manufacturing and numerically-controlled machinery. Canam Asia has an automated steel deck roll formers.

DELIVERY

Canam Asia’s advantage has always been our ability to deliver just on time, regardless of where or wh en you need our products. We know that your on-site erection crew can not afford to wait. For this reason, our trucks travel around the clock, to satisfy the requirements of your construction schedules.

5

NOTES ABOUT LOAD TABLES

STANDARDS

This Canam Asia steel deck catalog presents load tables based on the recent edition of the standard CAN/CSA -S136-01

North American Specification for the Design of Cold-Formed Steel Structural Members.

Design shall be made under Allowable Stress Design (ASD) no load factors was used. For this reason, the uniform loads shown in the tables are the maximum loads that the deck can support.

The Canadian Sheet Steel Building Institute (CSSBI) specifies rules for steel deck practices. Canam Asia applied those rules in the calculations for this catalog.

WARNING

Although every effort was made to ensure that all date in this catalog is factual and that the numerical values are accurate to a degree consistent with cold-formed design standards, Canam Asia does not assure responsibility for errors or oversights that may result from the use of the information contained herein. Anyone making use of the contents of this catalog assumes all liability arising from such use. All suggestions for improvements to this publication will receive full consideration for future printings.

GRADE AND RESISTANCE

The latest version of the ASTM A 653M standard recognizes 7 different structural quality steels with their chemical composition and mechanical properties. The sheet steels normally used to form Canam Asia steel deck profiles correspond to ASTM A 653M SS Grade 340. They have a yield strength of 340 MPa (50 ksi) and a tensile strength of 450 MPa (66 ksi). Steel with higher yield strength or different ASTM designation can be used to meet specific needs.

THICKNESS

CAN/CSA-S136-01 standard for the design of cold-formed steel structural members indicated that the thickness supplied shall not be less than 95% of the design thickness used. The generally accepted thickness of the zinc coating of a Z275 (G90) finish is approximately 0.040 mm (0.0015 in.).

COATING

Canam Asia steel deck profiles are available with Z275 (G90) or ZF75 (A25) zinc protection according to the standard ASTM A 653M. Upon request, Canam Asia can also provide finish paint from the 8000 col or series with an underlying zinc protection of Z275 (G90), or other types of material, given sufficient notice.

EMBOSSMENTS

The P-3623 and P-2432 deck profiles are available with embossments to act in composite action with a concrete slab. Tables for these composite sections show loads and unshored spans for normal weight concrete.

SHORTER LENGTHS

Upon special request made to our sales department, sheets are available in lengths of less than 1 800 mm (6 feet) .

CONCENTRATED LOADS

The loads indicated in the tables are uniformly distributed and must not be used as the equivalent of point loads or linear loads. Proper analysis should be done by an engineer to verify the effects of those concentrated loads on the deck or composite deck-slab.

For example: The wheel load of rolling equipment on the steel deck during roofing material installation. The large spacing between attachments of roofing material to steel deck under uplift conditions.

The footprint of a concentrated load on a slab.

Concentrated loads shall be analyzed to ensure they do not overstress the steel deck or the composite deck -slab locally.

6

P-3606

Canam Asia’s steel deck profile P-3606 is roll formed to cover 914 mm (36 in.).

The deck is available with a galvanized coating according to the standard

ASTM A 653M with zinc thickness corresponding to Z275 (G90) or ZF75 (A25). Upon agreement with our sales department,

it is also possible to obtain steel deck with aluminum-zinc coating according

to designation AZM 150 (AZ50) of the

standard ASTM A 792M.

Nominal thicknesses range from 0.76 mm (0.030 in.)

to 1.52 mm (0.060 in.). The flutes are 38 mm (1.5 in.) deep and are spaced

at 152 mm (6 in.) center to center. The deck can be rolled to lengths from 1 800 mm

(6 ft.) to 12 200 mm (40 ft.).

PHYSICAL PROPERTIES

Type Nominal Design Overall

Weight Section Modulus Moment of Inertia

Thickness Thickness Depth M+ M

- I

+ I

-

mm mm mm kg/m2 mm

3 mm

3 mm

4 mm

4

(in.) (in.) (in.) (lb/ft2) (in

3) (in

3) (in

4) (in

4)

22 0.76 0.762 37.4 8.50 9 325 9585 189 947 226 910

(0.030) (0.0300) (1.47) (1.74) (0.1734) (0.1783) (0.1391) (0.1662)

20 0.91 0.909 37.5 10.07 11 558 12 005 240 309 271 057

(0.036) (0.0358) (1.48) (2.06) (0.2150) (0.2233) (0.1760) (0.1985)

18 1.21 1.217 37.8 13.26 15 813 15 994 350 812 363 493

(0.048) (0.0479) (1.49) (2.72) (0.2941) (0.2975) (0.2569) (0.2662)

16 1.52 1.511 38.1 16.34 19 786 19 786 452 472 452 472

(0.060) (0.0595) (1.50) (3.35) (0.3680) (0.3680) (0.3313) (0.3313)

Effective properties area based on a unit width of 1 000 mm, S.I. units or 12 in. (imperial units).

Material according to ASTM A 653M SS Grade 340, yield strength of 340 MPa (50 ksi).

Tables are calculated according to CAN/CSA-S136-01 standard.

Loads at rows marked “A” are the allowable loads (Service loads, unfactored) controlled by the bending capacity, and those at rows marked “D” are the uniform loads that produce a deflection of L/240.

7

P-3606

ALLOWABLE STRESS DESIGN LOADS TABLE (kPa) METRIC

Type

Nominal SINGLE SPAN (mm)

Thickness (mm) 900 1 050 1 200 1 350 1 500 1650 1800 1950 2 100 2 250 2 400 2 550 2 700 2 850

22 0.76

A 18.19 13.47 10.36 8.22 6.67 5.53 4.65 3.97

D 16.93 10.66 7.14 5.02 3.66 2.75 2.12 1.66

20 0.91

A 22.06 16.34 12.58 9.97 8.10 6.71 5.65 4.48 4.16

D 21.41 13.48 9.03 6.34 4.63 3.48 2.68 2.11 1.69

18 1.21

A 30.23 22.40 17.25 13.68 11.12 9.21 7.75 6.61 5.70 4.97 4.37

D 31.26 19.69 13.19 9.26 6.75 5.07 3.91 3.07 2.46 2.00 1.65

16 1.52

A 38.08 28.23 21.74 17.24 14.01 11.60 9.77 8.33 7.19 6.27 5.51 4.89

D 40.32 25.39 17.01 11.95 8.71 6.54 5.04 3.96 3.17 2.58 2.13 1.77

DOUBEL SPAN (mm)

900 1050 1200 1350 1500 1650 1800 1950 2100 2250 2400 2550 2 700 2 850

22 0.76

A (14.17) (12.15) (10.54) 8.37 6.81 5.65 4.76 4.06 3.51 3.06 2.69 2.39 2.13

D 40.77 25.68 17.20 12.08 8.81 6.62 5.10 4.01 3.32 2.61 2.15 1.79 1.51

20 0.91

A (20.12) (17.00) 13.13 10.44 8.50 7.05 5.94 5.07 4.38 3.82 3.36 2.98 2.66 2.39

D 51.58 32.48 21.76 15.28 11.14 8.37 6.45 5.07 4.06 3.30 2.72 2.27 1.19 1.62

18 1.21

A 30.47 22.70 17.54 13.95 11.35 9.41 7.93 6.77 5.85 5.10 4.49 3.98 3.55 3.19

D 75.30 47.42 31.77 22.31 16.27 12.22 9.41 7.40 5.93 4.82 3.97 3.31 2.79 2.37

16 1.52

A 37.71 28.09 21.70 17.25 14.04 11.64 9.81 8.37 7.23 6.31 5.55 4.92 4.39 3.95

D 97.12 61.16 40.97 28.78 20.98 15.76 12.14 9.55 7.65 6.22 5.12 4.27 3.60 3.06

TRIPLE SPAN (mm)

900 1 050 1 200 1 350 1 500 1650 1800 1950 2100 2250 2400 2550 2 700 2 850

22 0.76

A (16.11) (13.80) (12.08) 10.35 8.44 7.00 5.91 5.05 4.36 3.81 3.35

D 31.96 20.12 13.48 9.47 6.90 5.19 3.99 3.14 2.52 2.05 1.69

20 0.91

A (22.86) (19.60) 16.16 12.89 10.51 8.73 7.37 6.30 5.44 4.75 4.18 3.71 3.31

D 40.43 25.46 17.06 11.98 8.73 6.56 5.05 3.97 3.18 2.59 2.13 1.78 1.50

18 1.21

A 37.11 27.82 21.59 17.22 14.04 11.66 9.84 8.41 7.27 6.34 5.59 4.95 4.42 3.97

D 59.02 37.17 24.90 17.49 12.75 9.58 7.38 5.80 4.65 3.78 3.11 2.59 2.19 1.86

16 1.52

A 45.94 34.43 26.71 21.30 17.37 14.43 12.17 10.40 8.99 7.85 6.91 6.13 5.47 4.92

D 76.12 47.94 32.11 22.56 16.44 12.35 9.52 7.48 5.99 4.87 4.01 3.35 2.82 2.40

Accessories for the flooring systems

A

B

C

POUR STOP

PS_

C=1/2" U/N3/4" FOR10 & 12GA

A

B

CELL CLOSURE

CC_

B

A

Z- CLOSURE

ZC_

C

N.B. -Web crippling controls loads in brackets calculated with the end bearing length equal to 40mm and the interior bearing length equal to 100mm. -The span is the shorter of the following dimensions: dimension c/c of the supports, or the clear dimension between the supports plus the depth of the deck at each end.

8

P-2436 & P-2404

PHYSICAL PROPERTIES




- I

+ I

-

mm mm mm kg/m2 mm

3 mm

3 mm

4 mm

4


3) (in

3) (in

4) (in

4)

22 0.76 0.762 76.2 11.85 23570 24552 952749 1138807

(0.030) (0.0300) (3.00) (2.43) (0.4385) (0.4568) (0.6979) (0.8341)

20 0.91 0.909 76.4 14.04 28717 30518 1196178 1375125

(0.036) (0.0358) (3.01) (2.875) (0.5343) (0.5678) (0.8762) (1.0072)

18 1.21 1.217 76.7 18.33 39753 41655 1736958 1843832

(0.048) (0.0479) (3.02) (3.752) (0.7396) (0.7750) (1.2723) (1.3506)

16 1.52 1.511 77.0 22.71 50531 51681 2275156 2294846

(0.060) (0.0595) (3.03) (4.650) (0.9401) (0.9615) (1.6665) (1.6809)





9

P-2436 & P-2404


Type


Thickness (mm) 1 400 1 800 2200 2600 3000 3400 3800 4 200 4600 5000 5400 5800 6200 6600

22 0.76

A (18.85) 11.60 7.79 5.60 4.21 3.29 2.63 2.16 1.80

D 22.52 10.61 5.80 3.52 2.29 1.57 1.13 0.83 0.63

20 0.91

A 23.24 14.18 9.53 6.84 5.15 4.01 3.22 2.63 2.20 1.86

D 28.27 13.30 7.29 4.41 2.87 1.95 1.41 1.05 0.80 0.62

18 1.21

A 32.45 19.74 13.25 9.50 7.14 6.29 4.46 3.65 3.04 2.58 2.21 1.91

D 41.05 19.31 10.58 6.41 4.17 2.85 2.05 1.52 1.16 0.90 0.72 0.58

16 1.52

A 41.23 25.08 16.84 12.07 9.08 7.92 5.66 4.64 3.87 3.27 2.81 2.43 2.13 1.88

D 53.76 25.30 13.85 8.39 5.46 3.67 2.69 1.99 1.52 1.18 0.94 0.76 0.62 0.51

DOUBEL SPAN (mm)

1400 1 800 2200 2600 3000 3400 3800 4200 4600 5000 5400 5800 6200 6600

22 0.76

A (12.95) (10.07) (8.24) 6.15 4.64 3.62 2.91 2.38 1.99 1.69 1.45 1.25 1.10

D 54.24 25.52 13.98 8.47 5.51 3.79 2.71 2.01 1.53 1.19 0.95 0.76 0.62

20 0.91

A (18.01) (14.00) 10.27 7.39 5.57 4.34 3.48 2.85 2.38 2.02 1.73 1.50 1.31 1.16

D 68.10 32.04 17.55 10.63 6.92 4.75 3.41 2.52 1.92 1.50 1.19 0.96 0.78 0.65

18 1.21

A (30.91) 20.56 13.83 9.93 7.47 5.82 4.66 3.82 3.19 2.70 2.31 2.01 1.76 1.55

D 98.88 46.53 25.48 15.44 10.05 6.90 4.94 3.66 2.79 2.17 1.72 1.39 1.14 0.94

16 1.52

A 41.81 25.51 17.16 12.32 9.27 7.22 5.79 4.74 3.95 3.35 2.87 2.49 2.18 1.92

D 129.51 60.93 33.37 20.22 13.16 9.04 6.48 4.80 3.65 2.84 2.26 1.82 1.49 1.24

TRIPLE SPAN (mm)

1400 1 800 2200 2600 3000 3400 3800 4200 4600 5000 5400 5800 6200 6600

22 0.76

A (14.71) (11.44) (9.36) 7.61 5.76 4.50 3.62 2.97 2.48 2.10 1.80 1.57

D 42.51 20.00 10.96 6.64 4.32 2.97 2.13 1.57 1.20 0.93 0.74 0.60

20 0.91

A (20.46) (15.91) (12.73) 9.18 6.92 5.41 4.34 3.56 2.97 2.51 2.16 1.87 1.64 1.45

D 53.38 25.12 13.76 8.33 5.42 3.73 2.67 1.98 1.50 1.17 0.93 0.75 0.61 0.51

18 1.21

A (35.13) 25.52 17.20 12.36 9.31 7.26 5.82 4.77 3.98 3.37 2.89 2.50 2.19 1.94

D 77.50 36.47 19.97 12.10 7.88 5.41 3.88 2.87 2.18 1.70 1.35 1.09 0.89 0.74

16 1.52

A (51.67) 31.67 21.34 15.34 11.55 9.01 7.22 5.92 4.93 4.18 3.58 3.11 2.72 2.40

D 101.50 47.76 26.16 15.85 10.32 7.09 5.08 3.76 2.86 2.23 1.77 1.43 1.17 0.97


A B

ANGLE

A

B

C

RIDGE & VALLEY

RV_

SUPPORT CHANNEL

SC_

A

BUTT STRIP

BS_


10

PHYSICAL PROPERTIES




- I

+ I

-

mm mm mm kg/m2 mm

3 mm

3 mm

4 mm

4


3) (in

3) (in

4) (in

4)

22 0.76 0.762 76.3 10.62 17709 20812 728118 1022860

(0.030) (0.0300) (3.00) (2.18) (0.3294) (0.3871) (0.5332) (0.7490)

20 0.91 0.909 76.4 12.58 21623 24822 921099 1221680

(0.036) (0.0358) (3.01) (2.58) (0.4022) (0.4617) (0.6745) (0.8946)

18 1.21 1.217 76.7 16.57 30095 33180 1362720 1637740

(0.048) (0.0479) (3.02) (3.39) (0.5598) (0.6172) (0.9979) (1.1993)

16 1.52 1.511 77.0 20.53 38471 41174 1821290 2037940

(0.060) (0.0595) (3.03) (4.20) (0.7156) (0.7658) (1.3337) (1.4924)





P-2438 & P-2403

Canam’s roof deck P-2438 and P-2403 are roll formed to cover 24 in. (610 mm) in width. The flutes are 3 in. (76 mm) deep and are spaced at 8 in. (203 mm) on center. The deck is readily available with steel galvanized according to ASTM standard A 653 with a zinc thickness corresponding to G90 (Z275), Other finishes are available upon request; please check with our sales department for availability. Nominal thicknesses range from 0.030 in. (0.76 mm) to 0.060 in. (1.52 mm).

11


Type


Thickness (mm) 1 400 1 800 2200 2600 3000 3400 3800 4 200 4600 5000 5400 5800 6200 6600

22 0.76

A (14.19) 8.72 5.88 4.22 3.18 2.48 1.99 1.63

D 17.24 8.11 4.44 2.69 1.75 1.20 0.86 0.64

20 0.91

A 17.57 10.72 7.21 5.18 3.89 3.03 2.43 1.99 1.66

D 21.81 10.26 5.62 3.40 2.22 1.52 1.09 0.81 0.61

18 1.21

A 24.67 15.00 10.07 7.22 5.43 4.23 3.39 2.77 2.31 1.96 1.68

D 32.26 15.18 8.31 5.04 3.28 2.25 1.61 1.19 0.91 0.71 0.56

16 1.52

A 31.51 19.17 12.87 9.23 6.94 5.41 4.33 3.55 2.96 2.50 2.15 1.86

D 43.12 20.29 11.11 6.73 4.38 3.01 2.16 1.60 1.22 0.95 0.75 0.61

DOUBEL SPAN (mm)

1400 1 800 2200 2600 3000 3400 3800 4200 4600 5000 5400 5800 6200 6600

22 0.76

A (9.71) (7.55) (6.18) 4.91 3.70 2.89 2.32 1.91 1.59 1.35 1.16 1.00

D 41.52 19.54 10.70 6.48 4.22 2.90 2.08 1.54 1.17 0.91 0.72 0.58

20 0.91

A (13.51) (10.50) 8.20 5.90 4.45 3.47 2.78 2.28 1.90 1.61 1.38 1.20 1.05

D 52.53 24.71 13.54 8.20 5.34 3.67 2.63 1.95 1.48 1.15 0.92 0.74 0.60

18 1.21

A (23.19) 16.42 11.05 7.93 5.97 4.65 3.73 3.05 2.55 2.16 1.85 1.60 1.40 1.24

D 77.71 36.56 20.03 12.13 7.90 5.43 3.89 2.88 2.19 1.71 1.35 1.09 0.89 0.74

16 1.52

A 33.36 20.38 13.71 9.85 7.41 5.78 4.63 3.79 3.16 2.68 2.30 1.99 1.74 1.54

D 103.86 48.87 26.77 16.21 10.56 7.25 5.19 3.85 2.93 2.28 1.18 1.46 1.20 0.99

TRIPLE SPAN (mm)

1400 1 800 2200 2600 3000 3400 3800 4200 4600 5000 5400 5800 6200 6600

22 0.76

A (11.04) (8.58) (7.02) (5.94) 4.59 3.59 2.89 2.37 1.98 1.68 1.44

D 32.54 15.31 8.39 5.08 3.31 2.27 1.63 1.21 0.92 0.71 0.57

20 0.91

A (15.35) (11.94) (9.77) 7.32 5.53 4.32 3.47 2.84 2.37 2.01 1.72 1.50

D 41.17 19.37 10.61 6.43 4.18 2.87 2.06 1.52 1.16 0.90 0.72 0.58

18 1.21

A (26.35) (20.36) 13.73 9.88 7.44 5.80 4.65 3.81 3.18 2.69 2.31 2.00 1.75 1.55

D 60.91 28.66 15.70 9.51 6.19 4.25 3.05 2.26 1.72 1.34 1.06 0.86 0.70 0.58

16 1.52

A (39.35) 25.27 17.05 12.26 9.23 7.20 5.77 4.73 3.95 3.34 2.87 2.49 2.18 1.92

D 81.40 38.30 20.98 12.71 8.27 5.68 4.07 3.01 2.29 1.79 1.42 1.14 0.94 0.78


B

A

CLOSURE STRIP

CS_

A=1" MIN

B

A

C

EDGE STRIP

ES_

B

A

C

"Z" EDGE STRIP

ZES_


12

P-3623 COMPOSITE

Canam Asia’s composite P-3623 is a steel deck roll formed to cover 914 mm (36 in.).

The deck is available with a galvanized coating according to the standard ASTM A 653M

with zinc thickness corresponding to Z275 (G90). Other types of steel sheet finishes may affect the bond properties between deck

and concrete. Venting slots can be added to the bottom of the flutes. Contact our sales

department for more information.

Nominal thicknesses are 0.76 mm (0.030 in.), 0.91 mm (0.036 in.)

and 1.21 mm (0.048 in.). The flutes are

51 mm (2 in.) deep and are spaced at 305 mm (12 in.)

center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.) to 12 200 mm (40 ft.).

The wide flutes provide enough space to weld headed studs through the deck to the top

of beams or joists that will act in composite action with the concrete slab.

Standard steel grade conforms to ASTM A 653M SS Grade 340 with a yield strength of 340 MPa (50 ksi). and material thickness of 1.07 mm (0.042 in.) are available given sufficient delivery time.

DIMENSIONS

PHYSICAL PROPERTIES

Type T Overall

Weight Allowed Bearing

Section Modulus Moment Steel Center

Design Depth M+ M

- of Inertia Area of Gravity

mm mm Kg/m2 kN mm

3 mm

3 mm

4 mm

2 mm

(in.) (in.) (psf) (lbs) (in3) (in

3) (in

4) (in

2) (in.)

0.76 (22)

0.762 (0.030)

50.8 (2.00)

8,48 (1.74)

5,14 (352)

14 295 (0.266)

14 295 (0.266)

413 359 (0.303)

950 (0.480)

25.40 (1.00)

0.91 (20)

0.914 (0.036)

51.0 (2.01)

10,05 (2.06)

6,74 (462)

18 166 (0.338)

18 166 (0.338)

512 772 (0.376)

1 138 (0.573)

25.47 (1.00)

1.21 (18)

1.214 51.3 13,19 11,85 26 817 26 817 717 608 1 513 25.63

(0.048) (2.02) (2.70) (812) (0.499) (0.499) (0.526) (0.715) (1.01)

1,52 (16)

1,524 51.0 16,44 20,55 34 623 34 623 892 674 1 900 25.77

(0.036) (2.01) (3,37) (1409) (0.644) (0.644) (0.654) (0.898) (1.01)




13

P-3623 COMPOSITE

ALLOWABLE TABLE OF COMPOSITE SLAB (kPa) METRIC

Slab Deck Maximum Unshored

Span Self

Comp.

Mom. SPAN (mm)

Thick. Thick. Single Double Triple Weight of Inertia

(mm) (mm) (mm) (mm) (mm) (kPa) (106

mm4

) 1 500 1 650 1 800 1 950 2 100 2 250 2 400 2 550 2 700 2 850 3 000 3 150 3300 3450

102

0.76 2 280 2 940 3040 1.8 5.8 14.79 12.51 10.76 9.39 8.29 7.39 6.65 6.03 5.51 5.06 4.68 4.34 4.05 3.75

0.91 2 630 3300 3 410 1.8 6.2 18.41 15.55 13.36 11.63 10.25 9.13 8.20 7.42 6.76 6.20 5.72 5.30 4.94 4.43

1.21 3 090 3 990 3 820 1.9 6.9 20.00 18.57 1593 13.86 12.20 10.85 9.73 8.80 8.01 7.34 6.76 6.26 5.82 5.30

1.52 3300 4410 4080 1.9 7.5 20.00 18.55 15.91 13.84 12.19 10.84 9.73 8.79 8.01 7.34 6.76 6.26 5.82 5.30

115

0.76 2220 2890 2980 1.84 8.30 17.22 14.56 12.51 10.91 9.62 8.57 7.71 6.98 6.37 5.85 5.39 5.00 4.66 4.36

0.91 2570 3240 3350 1.85 8.83 20.00 18.12 15.55 13.53 11.92 10.60 9.51 8.61 7.84 7.18 6.62 6.13 5.70 5.32

1.21 3090 3920 3760 1.89 9.84 20.00 20.00 18.57 16.14 14.20 12.62 11.31 10.22 9.30 8.51 7.83 7.25 6.73 6.28

1.52 3300 4190 3950 1.92 10.68 20.00 20.00 18.55 16.12 14.18 12.61 11.30 10.21 9.29 8.51 7.83 7.24 6.73 6.28

140

0.76 2010 2630 2720 2.41 14.67 20.00 18.64 16.02 13.97 12.32 10.98 9.87 8.94 8.16 7.49 6.91 6.41 5.98 5.59

0.91 2310 2960 3060 2.42 15.56 20.00 20.00 19.91 17.32 15.26 13.57 12.18 11.02 10.04 9.20 8.48 7.85 7.30 6.82

1.21 2830 3580 3490 2.46 17.26 20.00 20.00 20.00 20.00 18.18 16.16 14.49 13.09 11.91 10.90 10.04 9.28 8.63 8.05

1.52 3030 3930 3700 2.49 18.69 20.00 20.00 20.00 20.00 18.17 16.15 14.48 13.08 11.91 10.90 10.03 9.28 8.62 8.05

150

0.76 1940 2550 2630 2.64 17.93 20.00 20.00 17.42 15.19 13.40 11.94 10.74 9.73 8.88 8.15 7.52 6.98 6.50 6.08

0.91 2230 2860 2960 2.65 19.0 20.00 20.00 20.00 18.84 16.59 14.76 13.25 11.99 10.92 10.01 9.22 8.54 7.94 7.42

1.21 2740 3460 3390 2.68 21.04 20.00 20.00 20.00 20.00 19.77 17.57 15.76 14.24 12.96 11.86 10.92 10.10 9.38 8.75

1.52 2940 3840 3620 2.71 22.76 20.00 20.00 20.00 20.00 19.77 17.57 15.76 14.24 12.96 11.86 10.92 10.10 9.38 8.75

165

0.76 1840 2370 2450 3.3 23.2 20.00 20.00 19.60 17.10 15.09 13.46 12.11 10.98 10.02 9.21 8.51 7.90 7.36 6.45

0.91 2120 2670 2760 3.3 24.6 20.00 20.00 20.00 20.00 18.67 16.62 14.93 13.51 12.31 11.29 10.41 9.65 8.98 8.08

1.21 2560 3230 3160 3.3 27.0 20.00 20.00 20.00 20.00 20.00 19.77 17.74 16.03 14.60 13.37 12.31 11.39 10.59 9.60

1.52 27.40 36.50 33.90 3.3 29.3 20.00 20.00 20.00 20.00 20.00 19.76 17.73 16.03 4.59 13.36 12.31 11.39 10.59 9.60

184

0.76 1780 2250 2330 3.7 31.9 20.00 20.00 20.00 19.42 17.14 15.28 13.75 12.47 11.38 10.46 9.66 8.97 8.36 7.58

0.91 2040 2540 2620 3.7 33.7 20.00 20.00 20.00 20.00 20.00 18.88 16.95 15.35 13.99 12.82 11.82 10.96 10.20 9.80

1.21 2450 3070 3030 3.7 37.0 20.00 20.00 20.00 20.00 20.00 20.00 20.00 18.22 16.58 15.19 13.98 12.94 12.03 11.05

1.52 2630 3480 3250 3,8 40,0 20.00 20.00 20.00 20.00 20.00 20.00 20.00 18.21 16.58 15.18 13.98 12.94 12.03 11.05

200

0.76 1740 2220 2290 3.78 41.51 20.00 20.00 20.00 20.00 18.79 16.75 15.06 13.65 12.46 11.44 10.56 9.80 9.13 8.54

0.91 2000 2500 2580 3.79 43.74 20.00 20.00 20.00 20.00 20.00 20.00 18.59 16.82 15.32 14.04 12.94 11.99 11.15 10.42

1.21 2440 3020 3010 3.82 48.06 20.00 20.00 20.00 20.00 20.00 20.00 20.00 19.98 18.18 16.64 15.32 14.17 13.17 12.29

1.52 2610 3420 3230 3.85 51.76 20.00 20.00 20.00 20.00 20.00 20.00 20.00 19.97 18.17 16.64 15.32 14.17 13.17 12.29

Allowable Stress Design

•Properties are based on a unit width of 1 000 mm (S.I. units). •Material according to ASTM A653M SS Grade 340, yield strength of 340 MPa (50 ksi). •Tables are calculated according to CAN/CSA-S136-01 standard. •Concrete density is 2400 kg/m³ (150 lbs/ft³) developing a minimum compressive resistance equal to 20 MPa (3 ksi) at 28 days. •During the construction, the steel deck must support itself, the concrete and a construction uniform load of 1 kPa or a transversal load of 2 kN/m, as specified by the Canadian Sheet Steel Building Institute. •The maximum unshored spans shown in the table are established for bending under the self-weight and the construction loads, for web crippling and for the deflection under wet concrete to be less than L / 180. The web crippling resistance is calculated assuming the end bearing length equal to 76.2 mm (3’’) and the interior bearing length equal to 152.4 mm (6’’). •The composite slab and its reinforcing should be verified for the effect of concentrated loads. •Shaded values indicate that the deck should be shored at mid-span during the pour and the curing of concrete for those spans and concrete thickness conditions. Shaded values correspond to the maximum unshored span values shown at the left of the table. •The design engineer is responsible for specifying size and location of the wire mesh in the concrete slab in order to respect current concrete practices.

14

P-2432 COMPOSITE

Canam Asia’s composite P-2432 is a steel deck roll formed to cover 610 mm (24 in.).

The deck is available with a galvanized coating according to the

standard ASTM A 653M with zinc thickness corresponding to Z275 (G90). Other types of steel sheet finishes may

affect the bond properties between deck and concrete. Venting slots can be added to the bottom of the flutes.

Contact our sales department for more information.

Nominal thicknesses are 0.76 mm(0.030 in.), 0.91 mm (0.036 in.) and 1.21 mm (0.048 in.).

The flutes are 76 mm (3 in.) deep and are spaced at 305 mm(12 in.) center to center. The deck can be rolled to lengths from 1 800 mm (6 ft.)

to 12 200 mm (40 ft.). The wide flutes provide enough space to weld headed studs through the deck to the top of beams or joists that will act in composite action

with the concrete slab. Standard steel grade conforms to ASTM A 653M SS Grade 340 with a yield strength of 340 MPa (50 ksi). and material thickness of 1.07 mm (0.042 in.) are available given sufficient delivery time.

DIMENSIONS

PHYSICAL PROPERTIES

Type T Overall

Weight Allowed Bearing

Section Modulus

Moment of Inertia Steel Center

Design Depth M+ M

- I

+ I

- Area of Gravity

mm mm Kg/m2 kN mm

3 mm

3 mm

4 mm

4 mm

2 mm

(in.) (in.) (psf) (lbs) (in3) (in

3) (in

4) (in

4) (in

2) (in.)

0.76 (22)

0.762 (0.030)

76,26 (3.00)

9,46 (1,94)

5,71 (391)

22802 (0.424)

22727 (0.423)

1019179 1003361 (0.746) (0.735)

1 131 (0.534)

37,51 (1.48)

0.91 (20)

0.914 (0.036)

76,41 (3.01)

11,21 (2,30)

9,31 (638)

28816 (0.536)

28696 (0.534)

1266921 1248541 (0.928) (0.914)

1 350 (0.612)

37,59 (1.48)

1.21 (18)

1.214 76,72 14,71 18,01 42619 42500 1801306 1780736 1 800 37,74

(0.048) (3.02) (3,01) (1234) (0.793) (0.791) (1,319) (1,304) (0.813) (1.48)

1,52 (16)

1,524 77.01 18,09 28,67 56208 56522 2255297 2255297 2220 37,89

(0.060) (3,03) (3,70) (1965) (1.019) (1.660) (0.3898) (0.3898) (1.020) (1.48)

PHYSICAL PROPERTIES



15


P-2432 COMPOSITE

ALLOWABLE TABLE OF COMPOSITE SLAB (kPa) METRIC

Slab Deck Maximum Unshored

Span Self

Comp.

Mom.

SPAN (mm)

Thick

.

Thick

. Single Double Triple Weight of Inertia

(mm) (mm) (mm) (mm) (mm) (kPa) (106

mm4

) 2400 2500 2700 2850 3000 3150 3300 3450 3600 3750 3900 4050 4200 4350

127

0.76 2800 3470 3580 2.1 10.6 9.36 8.36 7.52 6.81 6.21 5.69 5.23 4.84 4.49 4.18 3.91 3.67 3.45 3.22

0.91 3200 3880 4010 2.1 11.2 10.60 9.53 8.63 7.86 7.21 6.64 6.14 5.71 5.33 4.99 4.68 4.41 4.17 3.93

1.21 3880 4700 4550 2.2 12.5 14.43 13.14 12.05 11.11 10.29 9.58 8.95 8.40 7.91 7.47 7.07 6.72 6.39 6.03

1.52 4290 5390 5300 2.2 13.7 14.44 13.15 12.05 11.11 10.29 9.58 8.96 8.41 7.91 7.47 708 6.72 6.40 6.06

140

0.76 2650 3310 3420 2.42 14.0 10.72 9.58 8.61 7.80 7.11 6.51 5.99 5.54 5.14 4.79 4.48 4.20 3.95 3.64

0.91 3030 3710 3830 2.44 14.7 12.14 10.91 9.88 9.00 8.25 7.60 7.03 6.53 6.10 5.71 5.36 5.05 4.77 4.53

1.21 3770 4490 4420 2.47 16.4 16.53 15.05 13.80 12.72 11.78 10.97 10.25 9.62 9.05 8.55 8.10 7.69 7.32 6.98

1.52 3980 4940 4660 2.50 17.9 16.53 15.05 13.80 12.72 11.79 10.97 10.26 9.62 9.06 8.55 8.10 7.69 7.32 6.98

150

0.76 2560 3200 3310 2.65 17.1 11.76 10.51 9.45 8.56 7.80 7.14 6.57 6.0 5.64 5.25 4.91 4.61 4.33 3.99

0.91 2920 3590 3710 2.66 18.1 13.32 11.98 10.84 9.88 9.05 8.34 7,72 7,17 6.69 6.26 5.88 5.54 5.24 4.97

1.21 3630 4350 4310 2.70 20.1 18.14 16.52 15.14 1396 12.93 12.04 11.25 10.55 9.93 9.38 8.88 8.44 8.03 7.66

1.52 3890 4840 4560 2.73 21.8 18.14 16.52 15.14 13.96 12.93 12.04 11.25 10.56 9.94 9.39 8.89 8.44 8.03 7.66

160

0.76 2470 3110 3210 2.87 20.6 12.64 11.28 10.14 9.17 8.35 7.64 7.02 6.49 6.02 5.60 5.23 4.90 4.61 4.35

0.91 2830 3480 3600 2.89 21.8 14.51 13.05 11.81 10.76 9.86 9.08 8.41 7.81 7.29 6.82 6.41 6.04 5.71 5.40

1.21 3520 4220 4230 2.93 24.2 19.75 17.98 16.48 15.19 14.08 13.10 12.25 11.49 10.82 10.21 9.67 9.18 8.74 8.34

1.52 3810 4740 4470 2.96 26.2 19.75 17.98 17.83 16.48 15.19 14.08 13.10 12.25 11.49 10.82 10.21 9.67 9.46 8.34

175

0.76 2390 2980 3080 3.22 26.7 14.38 12.84 11.55 10.46 9.53 8.72 8.03 7.42 6.89 6.42 6.00 5.62 5.29 4.88

0.91 2740 3340 3450 3.23 28.2 16.28 14.63 13.25 12.07 11.06 10.19 9.43 8.76 8.17 7.65 7.19 6.77 6.40 6.06

1.21 3400 4040 4120 3.27 31.2 20.00 20.00 18.50 17.05 15.80 14.70 13.74 12.89 12.14 11.46 10.85 10.30 9.81 9.35

1.52 3710 4610 4350 3.3 33.7 20.00 20.00 18.50 17.06 15.80 14.71 13.75 12.90 12.14 11.47 10.86 10.31 9.81 9.36

200

0.76 2280 2790 2890 3.79 39.4 16.99 15.17 13.65 12.36 11.25 10.31 9.48 8.77 8.13 7.58 7.08 6.64 6.25 5.76

0.91 2600 3130 3240 3.80 41.5 19.24 17.29 15.65 14.26 13.07 12.04 11.14 10.35 9.65 9.04 8.49 8.00 7.56 7.16

1.21 3240 3800 3920 3.84 45.7 20.00 20.00 20.00 20.00 18.67 17.37 16.24 15.23 14.34 13.54 12.82 12.17 11.58 11.05

1.52 3560 4360 4180 3.87 49.3 20.00 20.00 20.00 20.00 18.67 17.38 16.24 15.24 14.34 13.54 12.83 12.18 11.59 11.05

225

0.76 2180 2640 2730 4.36 55.6 19.33 17.25 15.50 14.02 12.76 11.68 10.74 9.92 9.20 8.56 8.00 7.49 7.04 6.64

0.91 2490 2960 3060 4.37 58.5 20.00 19.96 18.07 16.46 15.08 13.89 12.85 11.94 11.14 10.43 9.80 9.23 8.72 8.26

1.21 3090 3590 3710 4.41 64.2 20.00 20.00 20.00 20.00 20.00 20.00 18.73 17.57 16.54 15.62 14.79 14.04 13.36 12.75

1.52 3400 4130 4040 4.44 69.1 20.00 20.00 20.00 20.00 20.00 20.00 18.73 17.57 16.54 15.62 14.79 14.04 13.36 12.75

Allowable Stress Design

•Properties are based on a unit width of 1 000 mm (S.I. units). •Material according to ASTM A653M SS Grade 340, yield strength of 340 MPa (50 ksi). •Tables are calculated according to CAN/CSA-S136-01 standard. •Concrete density is 2400 kg/m³ (150 lbs/ft³) developing a minimum compressive resistance equal to 20 MPa (3 ksi) at 28 days. •During the construction, the steel deck must support itself, the concrete and a construction uniform load of 1 kPa or a transversal load of 2 kN/m, as specified by the Canadian Sheet Steel Building Institute. •The maximum unshored spans shown in the table are established for bending under the self-weight and the construction loads, for web crippling and for the deflection under wet concrete to be less than L / 180. The web crippling resistance is calculated assuming the end bearing length equal to 76.2 mm (3'') and the interior bearing length equal to 152.4 mm (6''). •The composite slab and its reinforcing should be verified for the effect of concentrated loads. •Shaded values indicate that the deck should be shored at mid-span during the pour and the curing of concrete for those spans and concrete thickness conditions. Shaded values correspond to the maximum unshored span values shown at the left of the table. •The design engineer is responsible for specifying size and location of the wire mesh in the concrete slab in order to respect current concrete practices.

16

The difference, our service

The difference is in the range of services we provide. For project design, bid preparation or component manufacturing, our sales representatives, engineers, technicians and draftsmen are at your service. Our team can suggest efficient and economical solutions.

We provide all the technical support you require to accelerate the start-up of your project.

Head Office, Plant and Sales Offices

Plants Sales Offices

Dammam

Head Office, Plant & Sales Office P.O. Box 877, Dammam 31421 Kingdom of Saudi Arabia

Tel (966) 3 847 2129 Fax (966) 3 847 3581 Email: [email protected]

Ra’s Al-Khaymah Plant and Sales Office P.O. Box 31753, Ra’s Al-Khaymah

United Arab Emirates Tel (971) 7 227 0663 / 233 4095

Fax (871) 7 227 0664

Riyadh

P.O. Box 251, Riyadh 11411 Kingdom of Saudi Arabia Tel (966) 1 472 5555 Ext 204

Fax (966) 1 476 6729

Dubai P.O. Box 51327, Dubai

United Arab Emirates Tel (971) 4 294 0424 Fax (971) 4 294 0434

Doha P.O. Box 22162, Doha

Qatar Tel (974) 486 9312 / 486 2589 Fax (974) 486 9319

Jeddah

P.O. Box 8076, Jeddah 21482 Kingdom of Saudi Arabia Tel (966) 2 660 0012

Fax (966) 2 660 9707

Abu Dhabi P.O. Box 32763, Abu Dhabi

United Arab Emirates Tel (971) 2 627 7279 Fax (971) 2 627 7280

Kuwait P.O. Box 21540, Safat

Kuwait City, Kuwait 13076 Tel (965) 484 8510 Fax (965) 484 8930

Affil iated Plant and Sales Offices

Plants Sales Offices

Quebec

Head Office, Plant & Sales Office ISO 9001:2000, SJI, AISC, BCS (1) 115, boulevard Canam Nord

Saint-Gédéon, Beauce (Québec) G0M 1T0 Tel (418) 582 3331 Toll-free 1-888-849-5910

Fax (418) 582 3381

Alberta Plant & Sales Office - SJI, BCS (1)

323 – 53 rd Avenue S.E. Calgary, Alberta T2H 0N2

Tel (403) 252 7591 Toll-free 1-866-203-2001 Fax (403) 253 7708

Ontario Plant & Sales Office - SJI, BCS (1) 1739 Drew Road

Mississauga, Ontario L5S 1J5 Tel (905) 671 3460 Toll-free 1-800-871-8876

Fax (905) 671 3924

Maryland Head Office and Plant - SJI, AISC( 1 )

4010 Clay Street. P.O. Box C-285 Point of Rocks, Maryland 21777-0285 Tel (301) 874 5141

Toll-free 1-800-638-4293 Fax (301) 874 5685

Florida

Plant and Sales Office - SJI, AISC( 1 ) 140 South El lis Road

Jacksonville, Flor ida 32254 Tel (904) 781 0898 Toll-free 1-888-781-0898

Fax (904) 781 2004

Missouri Plant and Sales Office - SJI, AISC( 1 )

2000 West Main Street Washington, Missouri 63090-1008 Tel (636) 239 6716

Fax (636) 239 4135

Washington Plant and Sales Office - SJI, IAS (1 )

2002 Morgan Road Sunnyside, Washington 98944 Tel (509) 837 7008

Tol l-free 1-877-786-2453 Fax (509) 839 0383

Quebec

200, boulevard Industr iel Bouchervil le (Québec) J4B 2X4 Tel (450) 641 8770

Toll-free 1-800-361-0203 Fax (450) 641 8769

Engineering & Credit Office

270, chemin Du Tremblay Bouchervil le (Québec) J4B 5X9 Tel (450) 641 4000

Toll-free 1-866-506-4000 Fax (450) 641 4001

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Tel (760) 439 5339 Fax (760) 269 3403

Florida

553 Waterside Drive Hypoluxo, Flor ida 33462 Tel (561) 547 7469

Fax (561) 540 2571

Illinois 7501 Lemont Road, Suite 315

Woodridge, Il linois 60517-2660 Tel (630) 910 1700 Fax (630) 910 1785

Indiana 5605 Hidden Valley Road Russiavil le, Indiana 46979

Tel (765) 883 1135 Fax (765) 883 1138

2219 Canyon Creek Dr. Lafayette, Indiana 47909 Tel (765) 471 7300

Fax (765) 471 7303

Kansas 14521 West 86 t h Terrace

Lenexa, Kansas 66215 Tel (913) 384 9809 Fax (913) 384 9816

Maryland P.O. Box 296 Phoenix, Maryland 21131-0296

Tel (410) 472 4327 Fax (410) 472 4827

Massachusetts

50 Eastman Street Easton, Massachusetts 02334-1245 Tel (508) 238 4500

Fax (508) 238 8253

Minnesota 14481 Fairway Drive

Eden Prair ie, Minnesota 55344 Tel (952) 475 9165 Fax (952) 475 2710

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Chittenango, New York 13037-1010 Tel (315) 687 5870 Fax (315) 687 3701

Ohio 30 Hill Road South Picker ington, Ohio 43147

Tel (614) 920 0949 Fax (614) 920 0937

Oregon

2081 Holcomb Springs Road Gold Hil l, Oregon 97525 Tel (541) 855 9057

Fax (541) 855 2027

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Chambersburg, Pennsylvania 17201 Tel (717) 263 7432 Fax (717) 263 7542

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Fax (210) 495 1476

Virginia 11008 Blake Lane

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Tel (425) 392 2935 Fax (425) 392 3149

Documents

Canam Steel Deck 3rd