Cold Formed Hollow Sections & Profiles Catalogue

Page 27

August 2006

TABLE 2.3

DIMENSIONS AND PROPERTIES

GALTUBE PLUS® RECTANGULAR HOLLOW SECTIONS GRADE C350L0 (TUBELINE® 350L0 – TYPE 1)

COLD FORMED – STRUCTURAL HOLLOW SECTIONS & PROFILES ONESTEEL MARKET MILLS

DIMENSION AND RATIOS Designation

d

b

Nominal Mass per m

t

External Surface Area per m

per t

2

2

b-2r

d-2r

t

t

Full Section Area Af 2

About x-axis

Ix 6

mm mm mm

kg/m

m /m

m /t

75 x 25 x 2.5 RHS 1.6 RHS

3.60 2.38

0.191 0.195

53.1 81.7

6.42 13.2

27.3 47.7

442 276

0.276 0.181

50 x 25 x 2.5 RHS 1.6 RHS

2.62 1.75

0.141 0.145

54.0 82.5

6.42 13.2

16.8 30.5

322 204

50 x 20 x 2.5 RHS 1.6 RHS

2.42 1.63

0.131 0.135

54.2 82.7

4.33 9.79

16.8 30.5

298 189

NOTES:

1. 2. 3. 4.

EFFECTIVE SECTION PROPERTIES

FULL SECTION PROPERTIES

mm

Zx 4

10 mm

3

About y-axis

Sx 3

10 mm

3

rx 3

Iy 6

Zy 4

3

Sy 3

10 mm

mm

10 mm

10 mm

7.37 4.83

9.72 6.23

25.0 25.6

0.0473 0.0320

0.0960 0.0647

3.84 2.59

4.94 3.23

17.3 17.8

0.0824 0.0561

3.30 2.25

4.37 2.88

16.6 17.2

3

ry 3

Torsion

Torsion

Constant

Modulus

J 6

C 4

3

3

Effective Section Area Ae 2

About x- and y- axis

Iex 6

Zex 4

Iey 10 mm

103mm3

0.276 0.181

7.37 4.83

0.0473 0.0251

3.78 2.01

322 204

0.0960 0.0647

3.84 2.59

0.0319 0.0219

2.55 1.75

298 189

0.0824 0.0561

3.30 2.25

0.0188 0.0132

1.88 1.32

mm

10 mm

10 mm

mm

10 mm

3.78 2.56

4.38 2.85

10.3 10.8

0.139 0.0911

6.93 4.65

442 227

0.0319 0.0219

2.55 1.75

3.02 2.00

9.95 10.4

0.0817 0.0537

4.47 3.04

0.0188 0.0132

1.88 1.32

2.25 1.50

7.93 8.35

0.0534 0.0359

3.40 2.36

3

6

Zey

10 mm

10 mm

3

4

This table is calculated in accordance with AS 4100 using design yield stress fy = 450 MPa and design tensile strength fu = 500 MPa as per AS 4100 table 2.1 for AS 1163 grade C450L0. Grade C450L0 is cold formed and therefore is allocated the CF residual stresses classification in AS 4100. C = Compact Section; N = Non-compact Section; S = Slender Section; as defined in AS 4100. For Square and Rectangular Hollow Sections the outside corner radius r used in calculating the section properties is equal to 2t for sections with thickness t ≤ 3.0mm and 2.5t for sections with t > 3.0mm.

23

RHS


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