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ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

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Page 1: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

17

ROOF BEAMS

Page 2: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

18

ROOF BEAMS

Single and Continuous Spans

Restraint value for slenderness calculations is 1200 mm.

K6 factor of 1.0 used. K23 factor applied to bending strength.

J2 value of 1.5 used for DL Deflection. INCLUDES

Pre-camber radius of 0m used. 10 kg/m2

Roof Pitch of 25.0 deg used in load calculations. 20 kg/m2

N3 WIND AREAS Downdrag loads were ignored. 40 kg/m2

Total Uplift coefficient was 1.6 70 kg/m2

Deflection Criteria: 90 kg/m2

1: Dead Load = Span / 300 or maximum 20 mm.

2: Roof Live Load = Span / 250

3: Wind Uplift = Span / 150.

Timber Properties: Fb = 11 MPa, Elasticity = 13300 MPa

Density = 600 kg/m3, Fs = 1.25 MPa

Ft = 5.2 MPa, Fc = 11 MPa.

Load Cases:

1: Dead Load

2: Roof Live Load

3: Wind Uplift

Roof Beam table may be used for calculating sizes of -

Ridge Beam

Intermediate Beam

Bressumers

Under Purlins

MAX ROOF PITCH = 25 DEGREES

Roof pitch used in calculations is 25 degrees. For roof pitches greater than 25 degrees

but not exceeding 45 degrees you may multiply roof load width x 1.28

then use answer to enter table at correct load width.

CONTINUOUS SPAN ROOF BEAM

Continuous Roof Beam may have unequal spans, provided major span does not

exceed 1.25 times the length of the minor span, major span length should be

used in determining roof beam size.

Page 3: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

19

ROOF BEAMS

Figure 2

To determine Roof Load Width from Figure 2 use formulas below.

Roof Load Widths (RLW)

Span (S)

Ridge Beam RLW = S3+S4

2

Intermediate Beam RLW = S2+S3

Under Purlin 2

Bressumer Beam RLW = S1+S2

2

For determination of Roof Construction Mass Refer to table 1 on page 6

RIDGE BEAM

INTERMEDIATE BEAM

BRESSUMER

Page 4: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

20

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 3.4 3.3 3.0 2.8 2.6 2.3 2.1 1.9 1.8 1.7 1.6 1.5 1.5 1.4

168 x 38 4.9 4.4 4.0 3.7 3.5 3.1 2.8 2.6 2.4 2.3 2.2 2.1 2.0 1.9

210 x 38 6.2 5.5 5.0 4.6 4.3 3.9 3.5 3.3 3.0 2.9 2.7 2.6 2.5 2.4

252 x 38 7.1 6.3 5.8 5.3 5.0 4.5 4.1 3.8 3.5 3.3 3.2 3.0 2.9 2.8

294 x 38 7.9 7.0 6.4 5.9 5.5 4.9 4.5 4.2 3.9 3.7 3.5 3.4 3.2 3.1*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 3.5 3.4 3.1 2.9 2.7 2.4 2.2 2.0 1.9 1.8 1.7 1.6 1.5 1.5

168 x 42 5.2 4.6 4.2 3.9 3.6 3.2 3.0 2.7 2.6 2.4 2.3 2.2 2.1 2.0

210 x 42 6.5 5.8 5.3 4.9 4.6 4.1 3.7 3.4 3.2 3.0 2.9 2.7 2.6 2.5

252 x 42 7.4 6.8 6.2 5.8 5.4 4.8 4.4 4.1 3.8 3.6 3.4 3.2 3.1 3.0

294 x 42 8.2 7.6 7.0 6.4 6.0 5.4 4.9 4.6 4.3 4.0 3.8 3.6 3.5 3.4

336 x 42 9.0 8.3 7.6 7.0 6.6 5.9 5.4 5.0 4.7 4.4 4.2 4.0 3.8* 3.7*

378 x 42 9.7 8.9 8.1 7.5 7.0 6.3 5.7 5.3 5.0 4.7 4.5* 4.3* 4.1* 3.9*

420 x 42 10.4 9.3 8.5 7.9 7.3 6.6 6.0 5.6 5.2 5.0* 4.7* 4.5* 4.3* 4.2*

Roof load of Light Sheet (10kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 5: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

21

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 4.4 4.2 3.9 3.6 3.4 3.0 2.8 2.5 2.4 2.2 2.1 2.0 1.9 1.9

168 x 65 6.0 5.6 5.2 4.9 4.5 4.1 3.7 3.4 3.2 3.0 2.8 2.7 2.6 2.5

210 x 65 7.5 7.0 6.6 6.1 5.7 5.1 4.6 4.3 4.0 3.8 3.6 3.4 3.3 3.1

252 x 65 8.6 8.3 7.9 7.4 6.9 6.1 5.6 5.2 4.8 4.5 4.3 4.1 3.9 3.8

294 x 65 9.4 9.2 8.9 8.6 8.0 7.2 6.5 6.0 5.6 5.3 5.0 4.8 4.6 4.4

336 x 65 10.3 10.0 9.7 9.5 9.2 8.2 7.5 6.9 6.5 6.1 5.8 5.5 5.2 5.0

378 x 65 11.1 10.8 10.5 10.2 10.0 9.1 8.3 7.7 7.2 6.8 6.4 6.1 5.9* 5.6*

420 x 65 11.8 11.5 11.2 11.0 10.8 9.9 9.0 8.3 7.8 7.3 7.0* 6.6* 6.4* 6.1*

462 x 65 12.5 12.2 11.9 11.7 11.5 10.6 9.6 8.9 8.3 7.9* 7.5* 7.1* 6.8* 6.5*

504 x 65 13.2 12.9 12.6 12.3 12.1 11.2 10.2 9.4 8.8* 8.3* 7.9* 7.5* 7.2* 6.9*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 4.9 4.6 4.3 4.1 3.9 3.5 3.2 2.9 2.7 2.6 2.4 2.3 2.2 2.1

168 x 85 6.6 6.1 5.8 5.5 5.2 4.7 4.2 3.9 3.7 3.4 3.3 3.1 3.0 2.9

210 x 85 7.9 7.6 7.2 6.8 6.5 5.8 5.3 4.9 4.6 4.3 4.1 3.9 3.7 3.6

252 x 85 8.9 8.6 8.4 8.2 7.9 7.0 6.4 5.9 5.5 5.2 4.9 4.7 4.5 4.3

294 x 85 9.8 9.5 9.3 9.1 8.9 8.2 7.5 6.9 6.5 6.1 5.8 5.5 5.3 5.0

336 x 85 10.6 10.3 10.1 9.9 9.7 9.3 8.6 7.9 7.4 7.0 6.6 6.3 6.0 5.8

378 x 85 11.4 11.1 10.9 10.7 10.5 10.1 9.7 8.9 8.3 7.9 7.4 7.1 6.8 6.5

420 x 85 12.1 11.9 11.6 11.4 11.2 10.8 10.5 9.9 9.3 8.7 8.3 7.9 7.5 7.2*

462 x 85 12.8 12.6 12.3 12.1 11.9 11.5 11.2 10.9 10.2 9.6 9.1* 8.7* 8.3* 8.0*

504 x 85 13.5 13.3 13.0 12.8 12.6 12.2 11.9 11.6 11.0 10.4* 9.8* 9.4* 9.0* 8.6*

546 x 85 14.2 13.9 13.7 13.4 13.2 12.8 12.5 12.2 11.7* 11.0* 10.4* 9.9* 9.5* 9.1*

588 x 85 14.8 14.5 14.3 14.0 13.8 13.5 13.1 12.8 12.3* 11.6* 11.0* 10.5* 10.0* 9.6*

Roof load of Light Sheet (10kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 6: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

22

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 5.4 5.0 4.7 4.5 4.3 4.0 3.6 3.3 3.1 2.9 2.8 2.6 2.5 2.4

168 x 110 7.1 6.7 6.3 6.0 5.7 5.3 4.8 4.5 4.2 3.9 3.7 3.5 3.4 3.3

210 x 110 8.2 7.9 7.7 7.4 7.1 6.6 6.1 5.6 5.2 4.9 4.7 4.4 4.3 4.1

252 x 110 9.1 8.9 8.7 8.5 8.3 7.9 7.3 6.8 6.3 5.9 5.6 5.4 5.1 4.9

294 x 110 10.0 9.8 9.6 9.4 9.2 8.9 8.6 7.9 7.4 6.9 6.6 6.3 6.0 5.8

336 x 110 10.9 10.6 10.4 10.2 10.1 9.7 9.5 9.0 8.4 8.0 7.5 7.2 6.9 6.6

378 x 110 11.7 11.4 11.2 11.0 10.8 10.5 10.2 10.0 9.5 9.0 8.5 8.1 7.7 7.4

420 x 110 12.4 12.2 12.0 11.8 11.6 11.2 11.0 10.7 10.5 10.0 9.4 9.0 8.6 8.3

462 x 110 13.1 12.9 12.7 12.5 12.3 11.9 11.7 11.4 11.2 10.9 10.4 9.9 9.5 9.1*

504 x 110 13.8 13.6 13.3 13.1 13.0 12.6 12.3 12.1 11.8 11.6 11.4 10.8* 10.4* 9.9*

546 x 110 14.4 14.2 14.0 13.8 13.6 13.3 13.0 12.7 12.5 12.2 12.0* 11.7* 11.2* 10.8*

588 x 110 15.1 14.8 14.6 14.4 14.2 13.9 13.6 13.3 13.1 12.8 12.6* 12.4* 12.1* 11.6*

630 x 110 15.7 15.4 15.2 15.0 14.8 14.5 14.2 13.9 13.7 13.4* 13.2* 13.0* 12.8* 12.4*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 5.7 5.3 5.0 4.7 4.5 4.2 3.9 3.6 3.4 3.2 3.0 2.9 2.8 2.6

168 x 130 7.3 7.0 6.6 6.3 6.0 5.6 5.2 4.9 4.5 4.3 4.1 3.9 3.7 3.5

210 x 130 8.3 8.1 7.9 7.7 7.5 7.0 6.6 6.1 5.7 5.4 5.1 4.8 4.6 4.4

252 x 130 9.3 9.1 8.9 8.7 8.6 8.3 7.9 7.4 6.9 6.5 6.1 5.8 5.6 5.4

294 x 130 10.2 10.0 9.8 9.6 9.4 9.2 8.9 8.6 8.0 7.6 7.2 6.8 6.5 6.3

336 x 130 11.1 10.8 10.6 10.4 10.3 10.0 9.7 9.5 9.2 8.7 8.2 7.8 7.5 7.2

378 x 130 11.8 11.6 11.4 11.2 11.1 10.8 10.5 10.2 10.0 9.8 9.3 8.8 8.4 8.1

420 x 130 12.6 12.4 12.2 12.0 11.8 11.5 11.2 11.0 10.8 10.6 10.3 9.8 9.4 9.0

462 x 130 13.3 13.1 12.9 12.7 12.5 12.2 11.9 11.7 11.5 11.2 11.1 10.8 10.3 9.9

504 x 130 14.0 13.7 13.5 13.4 13.2 12.9 12.6 12.3 12.1 11.9 11.7 11.5 11.3 10.8*

546 x 130 14.6 14.4 14.2 14.0 13.8 13.5 13.2 13.0 12.8 12.5 12.3 12.2 12.0* 11.7*

588 x 130 15.2 15.0 14.8 14.6 14.5 14.2 13.9 13.6 13.4 13.2 13.0 12.8 12.6* 12.4*

630 x 130 15.8 15.6 15.4 15.2 15.1 14.8 14.5 14.2 14.0 13.8 13.6 13.4* 13.2* 13.0*

Roof load of Light Sheet (10kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 7: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

23

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 3.4 3.2 3.0 2.8 2.7 2.4 2.2 2.0 1.9 1.7 1.7 1.6 1.5 1.4

168 x 38 4.5 4.2 3.9 3.8 3.6 3.2 2.9 2.7 2.5 2.3 2.2 2.1 2.0 1.9

210 x 38 5.5 5.1 4.9 4.7 4.4 3.9 3.6 3.3 3.1 2.9 2.8 2.7 2.5 2.4

252 x 38 6.4 6.1 5.8 5.4 5.1 4.5 4.1 3.8 3.6 3.4 3.2 3.1 2.9 2.8

294 x 38 7.1 6.8 6.5 6.0 5.7 5.1 4.6 4.3 4.0 3.8 3.6 3.4 3.3 3.2

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 3.5 3.3 3.1 2.9 2.8 2.5 2.3 2.1 2.0 1.8 1.7 1.7 1.6 1.5

168 x 42 4.6 4.3 4.1 3.9 3.7 3.3 3.0 2.8 2.6 2.5 2.3 2.2 2.1 2.0

210 x 42 5.7 5.3 5.0 4.8 4.7 4.2 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

252 x 42 6.5 6.2 6.0 5.7 5.5 5.0 4.5 4.2 3.9 3.7 3.5 3.3 3.2 3.1

294 x 42 7.3 7.0 6.7 6.5 6.2 5.5 5.1 4.7 4.4 4.1 3.9 3.7 3.6 3.4

336 x 42 8.0 7.6 7.4 7.1 6.8 6.0 5.5 5.1 4.8 4.5 4.3 4.1 3.9 3.8*

378 x 42 8.7 8.3 8.0 7.7 7.2 6.5 5.9 5.5 5.1 4.8 4.6 4.4* 4.2* 4.1*

420 x 42 9.3 8.9 8.6 8.1 7.6 6.8 6.2 5.7 5.4 5.1 4.8* 4.6* 4.4* 4.3*

Roof load of Sheet (20kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 8: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

24

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 4.4 4.1 3.9 3.7 3.5 3.1 2.8 2.6 2.4 2.3 2.2 2.1 2.0 1.9

168 x 65 5.7 5.4 5.1 4.8 4.7 4.2 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

210 x 65 6.7 6.4 6.2 6.0 5.8 5.2 4.8 4.4 4.1 3.9 3.7 3.5 3.3 3.2

252 x 65 7.6 7.3 7.1 6.8 6.6 6.3 5.7 5.3 5.0 4.7 4.4 4.2 4.0 3.9

294 x 65 8.5 8.1 7.9 7.6 7.4 7.1 6.7 6.2 5.8 5.5 5.2 4.9 4.7 4.5

336 x 65 9.3 8.9 8.6 8.4 8.2 7.8 7.5 7.1 6.6 6.3 5.9 5.6 5.4 5.2

378 x 65 10.0 9.7 9.4 9.1 8.9 8.5 8.2 7.9 7.4 7.0 6.6 6.3 6.0 5.8*

420 x 65 10.8 10.4 10.1 9.8 9.5 9.1 8.8 8.5 8.0 7.6 7.2 6.8* 6.5* 6.3*

462 x 65 11.5 11.1 10.7 10.4 10.2 9.8 9.4 9.1 8.6 8.1 7.7* 7.3* 7.0* 6.7*

504 x 65 12.1 11.7 11.4 11.1 10.8 10.4 10.0 9.7 9.1 8.6* 8.1* 7.7* 7.4* 7.1*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 4.7 4.4 4.2 4.0 3.9 3.6 3.3 3.0 2.8 2.6 2.5 2.4 2.3 2.2

168 x 85 6.1 5.7 5.5 5.3 5.1 4.7 4.4 4.0 3.8 3.5 3.4 3.2 3.1 2.9

210 x 85 7.1 6.8 6.5 6.3 6.2 5.9 5.5 5.1 4.7 4.4 4.2 4.0 3.8 3.7

252 x 85 8.0 7.7 7.4 7.2 7.0 6.7 6.5 6.1 5.7 5.4 5.1 4.8 4.6 4.4

294 x 85 8.9 8.5 8.3 8.0 7.8 7.5 7.2 7.0 6.6 6.3 5.9 5.7 5.4 5.2

336 x 85 9.7 9.3 9.1 8.8 8.6 8.2 7.9 7.7 7.5 7.2 6.8 6.5 6.2 5.9

378 x 85 10.5 10.1 9.8 9.6 9.3 8.9 8.6 8.4 8.1 7.9 7.7 7.3 7.0 6.7

420 x 85 11.2 10.8 10.5 10.3 10.0 9.6 9.3 9.0 8.8 8.5 8.3 8.1 7.8 7.5*

462 x 85 11.9 11.5 11.2 10.9 10.7 10.3 9.9 9.6 9.4 9.1 8.9 8.8* 8.5* 8.2*

504 x 85 12.6 12.2 11.9 11.6 11.3 10.9 10.5 10.2 10.0 9.7 9.5 9.3* 9.1* 8.9*

546 x 85 13.2 12.8 12.5 12.2 12.0 11.5 11.1 10.8 10.5 10.3 10.1* 9.9* 9.7* 9.4*

588 x 85 13.8 13.5 13.1 12.8 12.6 12.1 11.7 11.4 11.1 10.8 10.6* 10.4* 10.2* 9.9*

B i L th

Roof load of Sheet (20kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 9: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

25

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 5.0 4.7 4.5 4.3 4.2 3.9 3.7 3.4 3.2 3.0 2.9 2.7 2.6 2.5

168 x 110 6.4 6.1 5.9 5.6 5.4 5.1 4.8 4.6 4.3 4.0 3.8 3.6 3.5 3.4

210 x 110 7.4 7.1 6.9 6.7 6.5 6.2 6.0 5.7 5.4 5.1 4.8 4.6 4.4 4.2

252 x 110 8.3 8.0 7.8 7.6 7.4 7.1 6.8 6.6 6.4 6.1 5.8 5.5 5.3 5.1

294 x 110 9.2 8.9 8.7 8.4 8.2 7.9 7.6 7.4 7.2 7.0 6.8 6.4 6.2 5.9

336 x 110 10.1 9.7 9.5 9.2 9.0 8.7 8.4 8.1 7.9 7.7 7.5 7.4 7.1 6.8

378 x 110 10.8 10.5 10.2 10.0 9.8 9.4 9.1 8.8 8.6 8.4 8.2 8.0 7.9 7.6

420 x 110 11.6 11.2 11.0 10.7 10.5 10.1 9.8 9.5 9.2 9.0 8.8 8.6 8.5 8.3

462 x 110 12.3 11.9 11.7 11.4 11.2 10.8 10.4 10.1 9.9 9.6 9.4 9.3 9.1 8.9

504 x 110 13.0 12.6 12.3 12.1 11.8 11.4 11.1 10.7 10.5 10.2 10.0 9.8 9.7 9.5

546 x 110 13.6 13.3 13.0 12.7 12.5 12.0 11.7 11.4 11.1 10.8 10.6 10.4 10.2 10.1*

588 x 110 14.2 13.9 13.6 13.3 13.1 12.6 12.3 11.9 11.7 11.4 11.2 11.0 10.8* 10.6*

630 x 110 14.8 14.5 14.2 13.9 13.7 13.2 12.8 12.5 12.2 12.0 11.7 11.5* 11.3* 11.1*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 5.2 5.0 4.7 4.5 4.4 4.1 3.9 3.7 3.5 3.3 3.1 3.0 2.8 2.7

168 x 130 6.5 6.3 6.1 5.9 5.7 5.4 5.1 4.8 4.7 4.4 4.2 4.0 3.8 3.6

210 x 130 7.6 7.3 7.1 6.9 6.7 6.4 6.2 6.0 5.8 5.5 5.2 5.0 4.8 4.6

252 x 130 8.6 8.3 8.0 7.8 7.6 7.3 7.1 6.8 6.6 6.5 6.3 6.0 5.7 5.5

294 x 130 9.4 9.2 8.9 8.7 8.5 8.1 7.9 7.6 7.4 7.2 7.1 6.9 6.7 6.4

336 x 130 10.3 10.0 9.7 9.5 9.3 8.9 8.6 8.4 8.2 8.0 7.8 7.6 7.5 7.4

378 x 130 11.1 10.8 10.5 10.2 10.0 9.7 9.4 9.1 8.9 8.7 8.5 8.3 8.2 8.0

420 x 130 11.8 11.5 11.2 11.0 10.8 10.4 10.1 9.8 9.5 9.3 9.1 8.9 8.8 8.6

462 x 130 12.5 12.2 11.9 11.7 11.5 11.1 10.7 10.4 10.2 10.0 9.8 9.6 9.4 9.3

504 x 130 13.2 12.9 12.6 12.3 12.1 11.7 11.4 11.1 10.8 10.6 10.4 10.2 10.0 9.8

546 x 130 13.8 13.5 13.2 13.0 12.8 12.3 12.0 11.7 11.4 11.2 11.0 10.8 10.6 10.4

588 x 130 14.5 14.2 13.9 13.6 13.4 13.0 12.6 12.3 12.0 11.8 11.5 11.3 11.1 11.0

630 x 130 15.1 14.8 14.5 14.2 14.0 13.6 13.2 12.9 12.6 12.3 12.1 11.9 11.7 11.5*

Roof load of Sheet (20kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 10: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

26

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 2.7 2.6 2.4 2.3 2.2 2.1 2.0 1.8 1.8 1.7 1.6 1.5 1.5 1.4

168 x 38 3.6 3.4 3.2 3.0 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.0 1.9 1.8

210 x 38 4.5 4.2 3.9 3.8 3.6 3.3 3.2 3.0 2.8 2.6 2.5 2.4 2.3 2.2

252 x 38 5.4 5.0 4.7 4.5 4.4 4.0 3.7 3.4 3.2 3.0 2.9 2.7 2.6 2.5

294 x 38 6.1 5.8 5.5 5.3 5.0 4.5 4.1 3.8 3.6 3.4 3.2 3.0 2.9 2.8

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 2.9 2.6 2.5 2.4 2.3 2.1 2.0 1.9 1.8 1.8 1.7 1.7 1.6 1.5

168 x 42 3.8 3.5 3.3 3.2 3.0 2.8 2.6 2.5 2.4 2.3 2.3 2.1 2.1 2.0

210 x 42 4.7 4.4 4.1 3.9 3.8 3.5 3.3 3.2 3.0 2.9 2.7 2.6 2.5 2.4

252 x 42 5.6 5.1 4.9 4.7 4.5 4.2 3.9 3.8 3.5 3.3 3.2 3.0 2.9 2.8

294 x 42 6.3 6.0 5.7 5.4 5.2 4.8 4.5 4.2 4.0 3.7 3.6 3.4 3.2 3.1

336 x 42 6.9 6.6 6.3 6.1 5.9 5.5 5.1 4.7 4.4 4.1 3.9 3.7 3.6 3.4

378 x 42 7.5 7.2 6.9 6.7 6.5 6.0 5.5 5.1 4.8 4.5 4.3 4.1 3.9 3.7*

420 x 42 8.1 7.7 7.4 7.2 7.0 6.4 5.9 5.4 5.1 4.8 4.6 4.3 4.2* 4.0*

Roof load of Sheet & Ceiling (40kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 11: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

27

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 3.6 3.3 3.2 3.0 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.1 2.0 1.9

168 x 65 4.7 4.4 4.1 3.9 3.8 3.5 3.3 3.2 3.0 2.9 2.9 2.7 2.7 2.6

210 x 65 5.8 5.4 5.1 4.9 4.7 4.4 4.2 3.9 3.8 3.6 3.5 3.5 3.3 3.2

252 x 65 6.6 6.3 6.1 5.9 5.6 5.3 5.0 4.7 4.5 4.4 4.2 4.1 4.0 3.9

294 x 65 7.4 7.1 6.8 6.6 6.4 6.1 5.7 5.5 5.3 5.1 4.9 4.8 4.7 4.5

336 x 65 8.2 7.8 7.5 7.2 7.0 6.7 6.4 6.2 6.0 5.8 5.6 5.4 5.3 5.1

378 x 65 8.9 8.5 8.2 7.9 7.7 7.3 7.0 6.7 6.5 6.4 6.2 6.1 5.9 5.6

420 x 65 9.5 9.1 8.8 8.5 8.3 7.9 7.6 7.3 7.1 6.9 6.7 6.6 6.4* 6.2*

462 x 65 10.2 9.8 9.4 9.1 8.9 8.4 8.1 7.8 7.6 7.4 7.2 7.0* 6.9* 6.7*

504 x 65 10.8 10.4 10.0 9.7 9.4 9.0 8.6 8.3 8.1 7.9 7.7* 7.5* 7.3* 7.2*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 3.9 3.6 3.4 3.3 3.2 2.9 2.7 2.6 2.5 2.4 2.3 2.3 2.2 2.1

168 x 85 5.1 4.7 4.5 4.3 4.1 3.9 3.6 3.5 3.3 3.2 3.1 3.0 2.9 2.9

210 x 85 6.2 5.9 5.6 5.3 5.1 4.8 4.5 4.3 4.1 4.0 3.9 3.8 3.6 3.5

252 x 85 7.0 6.7 6.5 6.2 6.1 5.7 5.4 5.1 5.0 4.8 4.6 4.5 4.4 4.2

294 x 85 7.8 7.5 7.2 7.0 6.8 6.4 6.2 6.0 5.7 5.6 5.3 5.2 5.0 5.0

336 x 85 8.6 8.2 7.9 7.7 7.5 7.1 6.8 6.6 6.4 6.2 6.1 5.9 5.7 5.6

378 x 85 9.3 8.9 8.6 8.4 8.1 7.7 7.4 7.2 7.0 6.8 6.6 6.5 6.3 6.2

420 x 85 10.0 9.6 9.3 9.0 8.8 8.3 8.0 7.7 7.5 7.3 7.1 7.0 6.8 6.7

462 x 85 10.7 10.3 9.9 9.6 9.4 8.9 8.6 8.3 8.1 7.8 7.7 7.5 7.3 7.2

504 x 85 11.3 10.9 10.5 10.2 10.0 9.5 9.1 8.8 8.6 8.4 8.2 8.0 7.8 7.7*

546 x 85 12.0 11.5 11.1 10.8 10.5 10.1 9.7 9.4 9.1 8.9 8.7 8.5 8.3* 8.1*

588 x 85 12.6 12.1 11.7 11.4 11.1 10.6 10.2 9.9 9.6 9.4 9.1 8.9* 8.8* 8.6*

Roof load of Sheet & Ceiling (40kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 12: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

28

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 4.2 3.9 3.7 3.5 3.4 3.2 3.0 2.9 2.7 2.6 2.6 2.4 2.4 2.3

168 x 110 5.4 5.1 4.8 4.7 4.5 4.2 3.9 3.8 3.6 3.5 3.3 3.3 3.2 3.1

210 x 110 6.5 6.2 6.0 5.7 5.6 5.1 4.9 4.7 4.5 4.3 4.2 4.1 3.9 3.8

252 x 110 7.4 7.1 6.8 6.6 6.4 6.1 5.9 5.6 5.3 5.1 5.0 4.8 4.7 4.6

294 x 110 8.2 7.9 7.6 7.4 7.2 6.8 6.6 6.3 6.1 6.0 5.8 5.6 5.4 5.3

336 x 110 9.0 8.7 8.4 8.1 7.9 7.5 7.2 7.0 6.8 6.6 6.4 6.3 6.2 6.0

378 x 110 9.8 9.4 9.1 8.8 8.6 8.2 7.9 7.6 7.4 7.2 7.0 6.9 6.7 6.6

420 x 110 10.5 10.1 9.8 9.5 9.2 8.8 8.5 8.2 8.0 7.8 7.6 7.4 7.3 7.1

462 x 110 11.2 10.8 10.4 10.1 9.9 9.4 9.1 8.8 8.5 8.3 8.1 8.0 7.8 7.7

504 x 110 11.8 11.4 11.1 10.7 10.5 10.0 9.7 9.4 9.1 8.9 8.7 8.5 8.3 8.2

546 x 110 12.5 12.0 11.7 11.4 11.1 10.6 10.2 9.9 9.6 9.4 9.2 9.0 8.8 8.6

588 x 110 13.1 12.6 12.3 11.9 11.7 11.2 10.8 10.4 10.2 9.9 9.7 9.5 9.3 9.1

630 x 110 13.7 13.2 12.8 12.5 12.2 11.7 11.3 11.0 10.7 10.4 10.2 10.0 9.8 9.6*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 4.4 4.1 3.9 3.7 3.6 3.3 3.2 3.0 2.9 2.7 2.7 2.6 2.6 2.4

168 x 130 5.7 5.4 5.1 4.8 4.7 4.4 4.1 3.9 3.8 3.6 3.5 3.5 3.3 3.3

210 x 130 6.7 6.4 6.2 6.0 5.8 5.4 5.1 4.9 4.7 4.5 4.4 4.2 4.2 4.1

252 x 130 7.6 7.3 7.1 6.8 6.6 6.3 6.1 5.9 5.6 5.4 5.3 5.1 5.0 4.8

294 x 130 8.5 8.1 7.9 7.6 7.4 7.1 6.8 6.6 6.4 6.2 6.1 5.9 5.7 5.6

336 x 130 9.3 8.9 8.6 8.4 8.2 7.8 7.5 7.2 7.0 6.8 6.7 6.5 6.4 6.3

378 x 130 10.0 9.7 9.4 9.1 8.9 8.5 8.2 7.9 7.7 7.5 7.3 7.1 7.0 6.9

420 x 130 10.8 10.4 10.1 9.8 9.5 9.1 8.8 8.5 8.3 8.1 7.9 7.7 7.6 7.4

462 x 130 11.5 11.1 10.7 10.4 10.2 9.8 9.4 9.1 8.9 8.6 8.4 8.3 8.1 8.0

504 x 130 12.1 11.7 11.4 11.1 10.8 10.4 10.0 9.7 9.4 9.2 9.0 8.8 8.6 8.5

546 x 130 12.8 12.3 12.0 11.7 11.4 11.0 10.6 10.3 10.0 9.7 9.5 9.3 9.1 9.0

588 x 130 13.4 13.0 12.6 12.3 12.0 11.5 11.1 10.8 10.5 10.3 10.0 9.8 9.6 9.5

630 x 130 14.0 13.6 13.2 12.9 12.6 12.1 11.7 11.3 11.0 10.8 10.5 10.3 10.1 10.0

Roof load of Sheet & Ceiling (40kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 13: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

29

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 2.3 2.1 2.0 1.9 1.8 1.7 1.6 1.5 1.5 1.4 1.4 1.3 1.2 1.2

168 x 38 3.0 2.9 2.7 2.6 2.4 2.3 2.1 2.0 1.9 1.8 1.7 1.6 1.6 1.5

210 x 38 3.8 3.5 3.3 3.2 3.0 2.9 2.7 2.5 2.3 2.2 2.0 2.0 1.9 1.8

252 x 38 4.5 4.2 3.9 3.8 3.6 3.3 3.0 2.8 2.6 2.5 2.3 2.2 2.1 2.0

294 x 38 5.3 4.9 4.7 4.3 4.1 3.6 3.3 3.1 2.9 2.7 2.6 2.5 2.4 2.3

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 2.4 2.2 2.1 2.0 1.9 1.8 1.7 1.6 1.5 1.5 1.4 1.4 1.3 1.3

168 x 42 3.2 2.9 2.7 2.6 2.5 2.3 2.2 2.1 2.0 2.0 1.8 1.8 1.7 1.7

210 x 42 3.9 3.6 3.5 3.3 3.2 2.9 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.0

252 x 42 4.7 4.4 4.1 3.9 3.8 3.5 3.3 3.1 2.9 2.8 2.6 2.5 2.4 2.3

294 x 42 5.4 5.0 4.8 4.5 4.4 4.1 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

336 x 42 6.1 5.7 5.4 5.1 5.0 4.5 4.1 3.8 3.6 3.4 3.2 3.0 2.9 2.8*

378 x 42 6.7 6.3 6.1 5.7 5.4 4.8 4.4 4.1 3.8 3.6 3.4 3.3* 3.1* 3.0*

420 x 42 7.2 6.8 6.5 6.1 5.7 5.1 4.7 4.3 4.1 3.8 3.6* 3.5* 3.3* 3.2*

Roof load of Tiles (70kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 14: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

30

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 3.0 2.8 2.6 2.5 2.4 2.3 2.1 2.0 2.0 1.8 1.8 1.7 1.7 1.7

168 x 65 3.9 3.7 3.5 3.3 3.2 3.0 2.8 2.7 2.6 2.4 2.4 2.3 2.3 2.2

210 x 65 4.9 4.6 4.4 4.1 3.9 3.7 3.5 3.3 3.2 3.0 3.0 2.9 2.8 2.7

252 x 65 5.9 5.4 5.1 5.0 4.7 4.4 4.2 3.9 3.8 3.6 3.5 3.5 3.3 3.2

294 x 65 6.6 6.3 6.0 5.7 5.5 5.1 4.8 4.6 4.4 4.2 4.1 4.0 3.9 3.8

336 x 65 7.2 6.9 6.6 6.4 6.2 5.9 5.5 5.3 5.0 4.8 4.7 4.5 4.4 4.3*

378 x 65 7.9 7.5 7.2 7.0 6.7 6.4 6.1 5.9 5.6 5.4 5.3 5.1* 4.9* 4.7*

420 x 65 8.5 8.1 7.8 7.5 7.3 6.9 6.6 6.4 6.2 6.0 5.9* 5.6* 5.4* 5.2*

462 x 65 9.1 8.7 8.3 8.1 7.8 7.4 7.1 6.9 6.6 6.5* 6.3* 6.1* 5.8* 5.6*

504 x 65 9.7 9.2 8.9 8.6 8.3 7.9 7.6 7.3 7.1* 6.9* 6.7* 6.5* 6.2* 6.0*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 3.3 3.0 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.0 2.0 1.9 1.8 1.8

168 x 85 4.3 4.0 3.8 3.6 3.5 3.2 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.4

210 x 85 5.3 5.0 4.7 4.5 4.3 4.0 3.8 3.6 3.5 3.3 3.2 3.2 3.0 3.0

252 x 85 6.2 5.9 5.6 5.4 5.1 4.8 4.5 4.3 4.1 4.0 3.9 3.8 3.6 3.5

294 x 85 7.0 6.6 6.4 6.2 6.0 5.6 5.3 5.0 4.8 4.7 4.5 4.4 4.2 4.1

336 x 85 7.7 7.3 7.0 6.8 6.6 6.2 6.0 5.7 5.4 5.3 5.1 5.0 4.8 4.7

378 x 85 8.4 8.0 7.7 7.4 7.2 6.8 6.5 6.3 6.1 5.9 5.7 5.6 5.4 5.3

420 x 85 9.0 8.6 8.3 8.0 7.7 7.4 7.1 6.8 6.6 6.4 6.3 6.1 6.0* 5.9*

462 x 85 9.6 9.2 8.8 8.6 8.3 7.9 7.6 7.3 7.1 6.9 6.7 6.6* 6.4* 6.3*

504 x 85 10.2 9.8 9.4 9.1 8.8 8.4 8.1 7.8 7.5 7.3 7.2* 7.0* 6.9* 6.7*

546 x 85 10.8 10.4 10.0 9.6 9.4 8.9 8.6 8.3 8.0 7.8* 7.6* 7.4* 7.3* 7.1*

588 x 85 11.4 10.9 10.5 10.2 9.9 9.4 9.0 8.7 8.5 8.2* 8.0* 7.8* 7.7* 7.5*

Roof load of Tiles (70kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 15: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

31

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 3.5 3.3 3.1 3.0 2.9 2.6 2.5 2.4 2.3 2.2 2.1 2.1 2.0 2.0

168 x 110 4.7 4.4 4.1 3.9 3.8 3.5 3.3 3.2 3.0 2.9 2.8 2.7 2.7 2.6

210 x 110 5.7 5.4 5.1 4.8 4.7 4.4 4.1 3.9 3.8 3.6 3.5 3.4 3.3 3.2

252 x 110 6.6 6.3 6.0 5.8 5.6 5.2 4.9 4.7 4.5 4.4 4.2 4.1 3.9 3.8

294 x 110 7.4 7.0 6.8 6.5 6.3 6.0 5.7 5.4 5.2 5.0 4.8 4.7 4.6 4.5

336 x 110 8.1 7.7 7.4 7.2 7.0 6.6 6.4 6.1 5.9 5.7 5.6 5.4 5.3 5.1

378 x 110 8.8 8.4 8.1 7.8 7.6 7.2 6.9 6.7 6.5 6.3 6.2 6.0 5.9 5.7

420 x 110 9.5 9.1 8.7 8.4 8.2 7.8 7.5 7.2 7.0 6.8 6.7 6.5 6.4 6.2

462 x 110 10.1 9.7 9.3 9.0 8.8 8.4 8.0 7.8 7.5 7.3 7.1 7.0 6.8 6.7

504 x 110 10.7 10.3 9.9 9.6 9.4 8.9 8.6 8.3 8.0 7.8 7.6 7.4 7.3 7.2*

546 x 110 11.4 10.9 10.5 10.2 9.9 9.4 9.1 8.8 8.5 8.3 8.1 7.9 7.7* 7.6*

588 x 110 11.9 11.5 11.1 10.7 10.4 10.0 9.6 9.3 9.0 8.7 8.5 8.3* 8.2* 8.0*

630 x 110 12.5 12.0 11.6 11.3 11.0 10.5 10.1 9.7 9.4 9.2 9.0* 8.8* 8.6* 8.4*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 3.7 3.5 3.3 3.2 3.0 2.8 2.6 2.5 2.4 2.3 2.3 2.1 2.1 2.1

168 x 130 4.8 4.5 4.4 4.1 3.9 3.7 3.5 3.3 3.2 3.0 3.0 2.9 2.8 2.7

210 x 130 6.0 5.6 5.4 5.1 4.9 4.6 4.4 4.1 3.9 3.8 3.7 3.6 3.5 3.4

252 x 130 6.8 6.5 6.3 6.1 5.9 5.4 5.1 5.0 4.7 4.5 4.4 4.2 4.2 4.1

294 x 130 7.6 7.3 7.0 6.8 6.6 6.3 6.0 5.7 5.5 5.3 5.1 5.0 4.8 4.7

336 x 130 8.4 8.0 7.7 7.5 7.2 6.9 6.6 6.4 6.2 6.0 5.9 5.7 5.5 5.4

378 x 130 9.1 8.7 8.4 8.1 7.9 7.5 7.2 7.0 6.7 6.6 6.4 6.3 6.1 6.0

420 x 130 9.8 9.4 9.0 8.8 8.5 8.1 7.8 7.5 7.3 7.1 6.9 6.8 6.6 6.5

462 x 130 10.4 10.0 9.7 9.4 9.1 8.7 8.3 8.1 7.8 7.6 7.4 7.3 7.1 7.0

504 x 130 11.1 10.6 10.3 10.0 9.7 9.2 8.9 8.6 8.3 8.1 7.9 7.7 7.6 7.4

546 x 130 11.7 11.2 10.9 10.5 10.3 9.8 9.4 9.1 8.8 8.6 8.4 8.2 8.0 7.9

588 x 130 12.3 11.8 11.4 11.1 10.8 10.3 9.9 9.6 9.3 9.1 8.9 8.7 8.5 8.3*

630 x 130 12.9 12.4 12.0 11.6 11.3 10.8 10.4 10.1 9.8 9.5 9.3 9.1 8.9* 8.8*

Roof load of Tiles (70kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 16: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

32

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 2.1 2.0 1.8 1.8 1.7 1.6 1.5 1.4 1.3 1.3 1.2 1.1 1.1 1.0

168 x 38 2.8 2.6 2.4 2.3 2.3 2.1 2.0 1.8 1.7 1.6 1.5 1.4 1.4 1.3

210 x 38 3.5 3.3 3.0 2.9 2.8 2.6 2.3 2.2 2.0 1.9 1.8 1.7 1.6 1.6

252 x 38 4.2 3.9 3.6 3.5 3.3 2.9 2.7 2.5 2.3 2.2 2.1 2.0 1.9 1.8

294 x 38 4.8 4.5 4.1 3.8 3.6 3.2 2.9 2.7 2.5 2.4 2.3 2.2 2.1 2.0*

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 2.2 2.0 2.0 1.8 1.8 1.7 1.5 1.5 1.4 1.4 1.3 1.2 1.2 1.1

168 x 42 2.9 2.7 2.6 2.4 2.3 2.1 2.0 2.0 1.8 1.8 1.7 1.6 1.5 1.5

210 x 42 3.6 3.3 3.2 3.0 2.9 2.7 2.6 2.4 2.2 2.1 2.0 1.9 1.8 1.7

252 x 42 4.3 4.0 3.8 3.6 3.5 3.2 3.0 2.8 2.6 2.4 2.3 2.2 2.1 2.0

294 x 42 5.0 4.7 4.4 4.2 4.1 3.6 3.3 3.1 2.9 2.7 2.6 2.5 2.3 2.3*

336 x 42 5.7 5.3 5.0 4.7 4.4 4.0 3.6 3.4 3.1 3.0 2.8* 2.7* 2.6* 2.5*

378 x 42 6.3 6.0 5.5 5.1 4.8 4.3 3.9 3.6 3.4 3.2* 3.0* 2.9* 2.8* 2.7*

420 x 42 6.8 6.3 5.8 5.4 5.0 4.5 4.1 3.8 3.6* 3.4* 3.2* 3.1* 2.9* 2.8*

Roof load of Tiles & Ceiling (90kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.

Page 17: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

33

ROOF BEAMS

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 2.7 2.6 2.4 2.3 2.2 2.1 2.0 1.8 1.8 1.7 1.7 1.6 1.5 1.5

168 x 65 3.6 3.4 3.2 3.0 2.9 2.7 2.6 2.4 2.4 2.3 2.2 2.1 2.1 2.0

210 x 65 4.5 4.2 4.0 3.8 3.6 3.4 3.2 3.0 2.9 2.8 2.7 2.6 2.6 2.5

252 x 65 5.4 5.1 4.8 4.5 4.4 4.1 3.8 3.6 3.5 3.3 3.3 3.2 3.0 3.0

294 x 65 6.2 5.9 5.6 5.3 5.1 4.7 4.5 4.2 4.1 3.9 3.8 3.6 3.5 3.4*

336 x 65 6.8 6.5 6.2 6.0 5.8 5.4 5.1 4.8 4.7 4.5 4.3* 4.1* 3.9* 3.8*

378 x 65 7.5 7.1 6.8 6.6 6.4 6.0 5.7 5.4 5.2 5.0* 4.8* 4.6* 4.4* 4.2*

420 x 65 8.1 7.7 7.4 7.1 6.9 6.5 6.2 6.0 5.7* 5.5* 5.2* 5.0* 4.8* 4.6*

462 x 65 8.6 8.2 7.9 7.6 7.4 7.0 6.7 6.5* 6.2* 5.9* 5.6* 5.4* 5.1* 4.9#

504 x 65 9.2 8.8 8.4 8.1 7.9 7.5 7.1* 6.9* 6.7* 6.3* 6.0* 5.7# 5.5# 5.3#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 3.0 2.8 2.6 2.6 2.4 2.3 2.1 2.0 2.0 1.8 1.8 1.7 1.7 1.7

168 x 85 3.9 3.7 3.5 3.3 3.2 3.0 2.8 2.7 2.6 2.4 2.4 2.3 2.3 2.2

210 x 85 5.0 4.6 4.4 4.2 4.0 3.7 3.5 3.3 3.2 3.0 3.0 2.9 2.8 2.7

252 x 85 5.9 5.5 5.2 5.0 4.8 4.4 4.2 4.0 3.8 3.6 3.6 3.5 3.3 3.3

294 x 85 6.6 6.3 6.0 5.7 5.6 5.1 4.8 4.7 4.4 4.2 4.1 4.0 3.9 3.8

336 x 85 7.3 6.9 6.6 6.4 6.2 5.9 5.6 5.3 5.1 4.8 4.7 4.5 4.4 4.4*

378 x 85 7.9 7.5 7.2 7.0 6.8 6.4 6.2 5.9 5.7 5.4 5.3 5.1* 5.0* 4.8*

420 x 85 8.5 8.1 7.8 7.5 7.3 6.9 6.7 6.4 6.2 6.0 5.9* 5.7* 5.6* 5.4*

462 x 85 9.1 8.7 8.4 8.1 7.8 7.5 7.1 6.9 6.7 6.5* 6.3* 6.2* 6.0* 5.9*

504 x 85 9.7 9.3 8.9 8.6 8.4 7.9 7.6 7.3 7.1* 6.9* 6.7* 6.6* 6.5* 6.3#

546 x 85 10.3 9.8 9.4 9.1 8.9 8.4 8.1 7.8* 7.5* 7.3* 7.2* 7.0* 6.8# 6.7#

588 x 85 10.8 10.4 10.0 9.6 9.4 8.9 8.5 8.2* 8.0* 7.8* 7.6* 7.4# 7.2# 7.1#

Roof load of Tiles & Ceiling (90kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.# For single spans: denotes member must have a min 85mm bearing length at the 2 supports.

Page 18: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

34

ROOF BEAMSRoof load of Tiles & Ceiling (90kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For single spans: member must have a min 45mm bearing length at the 2 supports.

* For single spans: denotes member must have a min 65mm bearing length at the 2 supports.# For single spans: denotes member must have a min 85mm bearing length at the 2 supports.

Single Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 3.3 3.0 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.0 2.0 1.9 1.8 1.8

168 x 110 4.3 4.1 3.8 3.6 3.5 3.2 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.4

210 x 110 5.3 5.0 4.7 4.5 4.3 4.1 3.8 3.6 3.5 3.3 3.2 3.2 3.0 3.0

252 x 110 6.2 5.9 5.6 5.4 5.1 4.8 4.5 4.4 4.1 4.0 3.9 3.8 3.6 3.5

294 x 110 7.0 6.7 6.4 6.2 6.0 5.6 5.3 5.0 4.8 4.7 4.5 4.4 4.2 4.1

336 x 110 7.7 7.3 7.0 6.8 6.6 6.3 6.0 5.7 5.5 5.3 5.1 5.0 4.8 4.7

378 x 110 8.4 8.0 7.7 7.4 7.2 6.8 6.5 6.3 6.1 5.9 5.7 5.6 5.4 5.3

420 x 110 9.0 8.6 8.3 8.0 7.8 7.4 7.1 6.8 6.6 6.4 6.3 6.1 6.0* 5.9*

462 x 110 9.6 9.2 8.9 8.6 8.3 7.9 7.6 7.3 7.1 6.9 6.7 6.6* 6.4* 6.3*

504 x 110 10.2 9.8 9.4 9.1 8.9 8.4 8.1 7.8 7.6 7.4 7.2* 7.0* 6.9* 6.7*

546 x 110 10.8 10.4 10.0 9.7 9.4 8.9 8.6 8.3 8.0 7.8* 7.6* 7.4* 7.3* 7.1*

588 x 110 11.4 10.9 10.5 10.2 9.9 9.4 9.0 8.7 8.5 8.2* 8.0* 7.9* 7.7* 7.6*

630 x 110 12.0 11.5 11.0 10.7 10.4 9.9 9.5 9.2 8.9* 8.7* 8.5* 8.3* 8.1* 7.9#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 3.5 3.2 3.0 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.1 2.0 2.0 1.9

168 x 130 4.5 4.2 4.0 3.8 3.6 3.4 3.2 3.0 2.9 2.9 2.7 2.7 2.6 2.5

210 x 130 5.6 5.3 5.0 4.7 4.5 4.2 4.0 3.8 3.6 3.5 3.4 3.3 3.2 3.2

252 x 130 6.5 6.2 5.9 5.6 5.4 5.1 4.8 4.5 4.4 4.2 4.1 3.9 3.8 3.8

294 x 130 7.2 6.9 6.6 6.4 6.2 5.9 5.6 5.3 5.1 4.9 4.7 4.6 4.5 4.4

336 x 130 8.0 7.6 7.3 7.1 6.8 6.5 6.2 6.0 5.8 5.6 5.4 5.3 5.1 5.0

378 x 130 8.7 8.3 8.0 7.7 7.5 7.1 6.8 6.6 6.4 6.2 6.0 5.9 5.7 5.6

420 x 130 9.3 8.9 8.6 8.3 8.1 7.7 7.4 7.1 6.9 6.7 6.5 6.4 6.2 6.1

462 x 130 10.0 9.5 9.2 8.9 8.6 8.2 7.9 7.6 7.4 7.2 7.0 6.8 6.7 6.6*

504 x 130 10.6 10.1 9.8 9.5 9.2 8.8 8.4 8.1 7.9 7.6 7.5 7.3 7.1* 7.0*

546 x 130 11.2 10.7 10.3 10.0 9.7 9.3 8.9 8.6 8.3 8.1 7.9 7.7* 7.6* 7.4*

588 x 130 11.8 11.3 10.9 10.5 10.3 9.8 9.4 9.1 8.8 8.6 8.4* 8.2* 8.0* 7.9*

630 x 130 12.3 11.8 11.4 11.1 10.8 10.3 9.9 9.5 9.3 9.0* 8.8* 8.6* 8.4* 8.3*

Page 19: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

35

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 3.7 3.3 3.0 2.8 2.6 2.3 2.1 1.9 1.8 1.7 1.6 1.5 1.5 1.4

168 x 38 4.9 4.4 4.0 3.7 3.5 3.1 2.8 2.6 2.4 2.3 2.2 2.1 2.0 1.9

210 x 38 6.2 5.5 5.0 4.6 4.3 3.9 3.5 3.3 3.0 2.9 2.7 2.6* 2.5* 2.4*

252 x 38 7.1 6.3 5.8 5.3 5.0 4.5 4.1 3.8 3.5 3.3* 3.2* 3.0* 2.9* 2.8*

294 x 38 7.9 7.0 6.4 5.9 5.5 4.9 4.5 4.2* 3.9* 3.7* 3.5* 3.4* 3.2# 3.1#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 3.9 3.4 3.1 2.9 2.7 2.4 2.2 2.0 1.9 1.8 1.7 1.6 1.5 1.5

168 x 42 5.2 4.6 4.2 3.9 3.6 3.2 3.0 2.7 2.6 2.4 2.3 2.2 2.1 2.0

210 x 42 6.5 5.8 5.3 4.9 4.6 4.1 3.7 3.4 3.2 3.0 2.9 2.7 2.6* 2.5*

252 x 42 7.7 6.8 6.2 5.8 5.4 4.8 4.4 4.1 3.8 3.6* 3.4* 3.2* 3.1* 3.0*

294 x 42 8.6 7.6 7.0 6.4 6.0 5.4 4.9 4.6* 4.3* 4.0* 3.8* 3.6* 3.5* 3.4#

336 x 42 9.3 8.3 7.6 7.0 6.6 5.9 5.4* 5.0* 4.7* 4.4* 4.2* 4.0# 3.8# 3.7#

378 x 42 10.0 8.9 8.1 7.5 7.0 6.3 5.7* 5.3* 5.0* 4.7# 4.5# 4.3# 4.1# 3.9#

420 x 42 10.4 9.3 8.5 7.9 7.3 6.6* 6.0* 5.6* 5.2* 5.0# 4.7# 4.5# 4.3# 4.0#

Roof load of Light Sheet (10kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 20: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

36

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 4.8 4.3 3.9 3.6 3.4 3.0 2.8 2.5 2.4 2.2 2.1 2.0 1.9 1.9

168 x 65 6.5 5.8 5.3 4.9 4.5 4.1 3.7 3.4 3.2 3.0 2.8 2.7 2.6 2.5

210 x 65 8.2 7.3 6.6 6.1 5.7 5.1 4.6 4.3 4.0 3.8 3.6 3.4 3.3 3.1

252 x 65 9.8 8.8 8.0 7.4 6.9 6.1 5.6 5.2 4.8 4.5 4.3 4.1 3.9 3.8*

294 x 65 11.5 10.3 9.3 8.6 8.0 7.2 6.5 6.0 5.6 5.3 5.0* 4.8* 4.6* 4.4*

336 x 65 12.9 11.8 10.7 9.9 9.2 8.2 7.5 6.9 6.5* 6.1* 5.8* 5.5* 5.2* 5.0*

378 x 65 13.9 13.1 11.9 11.0 10.3 9.1 8.3* 7.7* 7.2* 6.8* 6.4* 6.1# 5.9# 5.6#

420 x 65 14.9 14.2 12.9 11.9 11.1 9.9 9.0* 8.3* 7.8* 7.3* 7.0# 6.6# 6.4# 6.1#

462 x 65 15.7 15.2 13.8 12.7 11.9 10.6* 9.6* 8.9* 8.3# 7.9# 7.5# 7.1# 6.7# 6.2#

504 x 65 16.6 16.1 14.6 13.5 12.6 11.2* 10.2* 9.4* 8.8# 8.3# 7.9# 7.4# 6.7# 6.2#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 5.6 5.0 4.5 4.2 3.9 3.5 3.2 2.9 2.7 2.6 2.4 2.3 2.2 2.1

168 x 85 7.5 6.6 6.1 5.6 5.2 4.7 4.2 3.9 3.7 3.4 3.3 3.1 3.0 2.9

210 x 85 9.4 8.4 7.6 7.0 6.5 5.8 5.3 4.9 4.6 4.3 4.1 3.9 3.7 3.6

252 x 85 11.2 10.1 9.2 8.5 7.9 7.0 6.4 5.9 5.5 5.2 4.9 4.7 4.5 4.3

294 x 85 12.3 11.8 10.7 9.9 9.2 8.2 7.5 6.9 6.5 6.1 5.8 5.5 5.3* 5.0*

336 x 85 13.4 13.0 12.3 11.3 10.6 9.4 8.6 7.9 7.4 7.0 6.6* 6.3* 6.0* 5.8*

378 x 85 14.3 14.0 13.7 12.8 11.9 10.6 9.7 8.9 8.3* 7.9* 7.4* 7.1* 6.8* 6.5*

420 x 85 15.3 14.9 14.6 14.3 13.3 11.8 10.8 9.9* 9.3* 8.7* 8.3* 7.9# 7.5# 7.2#

462 x 85 16.2 15.8 15.5 15.2 14.7 13.0 11.9* 11.0* 10.2* 9.6* 9.1# 8.7# 8.3# 8.0#

504 x 85 17.0 16.7 16.4 16.1 15.8 14.0* 12.8* 11.8* 11.0#10.4# 9.8# 9.4# 8.9# 8.2#

546 x 85 17.8 17.5 17.2 16.9 16.6 14.9* 13.5* 12.5* 11.7#11.0#10.4# 9.7# 8.9# 8.2#

588 x 85 18.6 18.3 18.0 17.7 17.4* 15.7* 14.3* 13.2#12.3#11.6#10.8# 9.8# 8.9# 8.2#

Roof load of Light Sheet (10kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 21: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

37

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 6.4 5.7 5.2 4.8 4.4 4.0 3.6 3.3 3.1 2.9 2.8 2.6 2.5 2.4

168 x 110 8.5 7.6 6.9 6.4 6.0 5.3 4.8 4.5 4.2 3.9 3.7 3.5 3.4 3.3

210 x 110 10.3 9.6 8.7 8.0 7.5 6.7 6.1 5.6 5.2 4.9 4.7 4.4 4.3 4.1

252 x 110 11.5 11.2 10.5 9.7 9.0 8.0 7.3 6.8 6.3 5.9 5.6 5.4 5.1 4.9

294 x 110 12.6 12.3 12.1 11.3 10.6 9.4 8.6 7.9 7.4 6.9 6.6 6.3 6.0 5.8

336 x 110 13.7 13.4 13.1 12.9 12.1 10.8 9.8 9.0 8.4 8.0 7.5 7.2 6.9* 6.6*

378 x 110 14.7 14.4 14.1 13.9 13.6 12.2 11.1 10.2 9.5 9.0 8.5* 8.1* 7.7* 7.4*

420 x 110 15.6 15.3 15.1 14.8 14.6 13.5 12.3 11.4 10.6* 10.0* 9.4* 9.0* 8.6* 8.3*

462 x 110 16.5 16.2 15.9 15.7 15.5 14.9 13.6 12.5* 11.7* 11.0* 10.4* 9.9* 9.5# 9.1#

504 x 110 17.4 17.1 16.8 16.5 16.3 15.9 14.8* 13.7* 12.8* 12.0* 11.4# 10.8# 10.4# 9.9#

546 x 110 18.2 17.9 17.6 17.4 17.1 16.7 16.1* 14.9* 13.9* 13.0#12.3# 11.7# 11.2# 10.7#

588 x 110 19.0 18.7 18.4 18.1 17.9 17.5 17.1* 16.0* 15.0#14.1#13.3# 12.7# 11.6# 10.7#

630 x 110 19.7 19.4 19.2 18.9 18.7 18.2* 17.9* 17.1#15.9#15.0#14.1# 12.8# 11.7# 10.7#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 6.9 6.2 5.6 5.2 4.8 4.3 3.9 3.6 3.4 3.2 3.0 2.9 2.8 2.6

168 x 130 9.1 8.3 7.5 7.0 6.5 5.8 5.3 4.9 4.5 4.3 4.1 3.9 3.7 3.5

210 x 130 10.5 10.2 9.5 8.7 8.2 7.3 6.6 6.1 5.7 5.4 5.1 4.8 4.6 4.4

252 x 130 11.7 11.4 11.2 10.6 9.8 8.8 8.0 7.4 6.9 6.5 6.1 5.8 5.6 5.4

294 x 130 12.9 12.6 12.3 12.1 11.5 10.3 9.3 8.6 8.0 7.6 7.2 6.8 6.5 6.3

336 x 130 13.9 13.6 13.4 13.1 12.9 11.8 10.7 9.9 9.2 8.7 8.2 7.8 7.5 7.2

378 x 130 14.9 14.6 14.4 14.1 13.9 13.3 12.1 11.1 10.4 9.8 9.3 8.8 8.4* 8.1*

420 x 130 15.8 15.6 15.3 15.1 14.9 14.5 13.4 12.4 11.6 10.9 10.3* 9.8* 9.4* 9.0*

462 x 130 16.7 16.4 16.2 16.0 15.7 15.4 14.8 13.7 12.7* 12.0* 11.4* 10.8* 10.3* 9.9*

504 x 130 17.6 17.3 17.0 16.8 16.6 16.2 15.9 14.9* 13.9* 13.1* 12.4* 11.8* 11.3# 10.8#

546 x 130 18.4 18.1 17.9 17.6 17.4 17.0 16.7 16.2* 15.1* 14.2* 13.5* 12.8# 12.2# 11.7#

588 x 130 19.1 18.9 18.6 18.4 18.2 17.8 17.5* 17.1* 16.3* 15.3#14.5# 13.8# 13.2# 12.7#

630 x 130 19.9 19.6 19.4 19.2 19.0 18.6 18.2* 17.9* 17.5#16.5#15.6# 14.8# 13.9# 12.8#

Roof load of Light Sheet (10kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 22: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

38

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 3.8 3.4 3.1 2.8 2.7 2.4 2.2 2.0 1.9 1.7 1.7 1.6 1.5 1.4

168 x 38 5.1 4.5 4.1 3.8 3.6 3.2 2.9 2.7 2.5 2.3 2.2 2.1 2.0 1.9

210 x 38 6.2 5.5 5.1 4.7 4.4 3.9 3.6 3.3 3.1 2.9 2.8 2.7 2.5 2.4*

252 x 38 7.1 6.4 5.8 5.4 5.1 4.5 4.1 3.8 3.6 3.4* 3.2* 3.1* 2.9* 2.8*

294 x 38 7.9 7.1 6.5 6.0 5.7 5.1 4.6 4.3 4.0* 3.8* 3.6* 3.4* 3.3* 3.2#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 4.0 3.6 3.2 3.0 2.8 2.5 2.3 2.1 2.0 1.8 1.7 1.7 1.6 1.5

168 x 42 5.3 4.8 4.3 4.0 3.7 3.3 3.0 2.8 2.6 2.5 2.3 2.2 2.1 2.0

210 x 42 6.7 6.0 5.4 5.0 4.7 4.2 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6*

252 x 42 7.8 7.0 6.4 5.9 5.5 5.0 4.5 4.2 3.9 3.7 3.5* 3.3* 3.2* 3.1*

294 x 42 8.7 7.9 7.2 6.6 6.2 5.5 5.1 4.7 4.4* 4.1* 3.9* 3.7* 3.6* 3.4*

336 x 42 9.6 8.6 7.8 7.2 6.8 6.0 5.5 5.1* 4.8* 4.5* 4.3* 4.1* 3.9# 3.8#

378 x 42 10.3 9.1 8.3 7.7 7.2 6.5 5.9* 5.5* 5.1* 4.8* 4.6# 4.4# 4.2# 4.1#

420 x 42 10.7 9.6 8.7 8.1 7.6 6.8 6.2* 5.7* 5.4* 5.1# 4.8# 4.6# 4.4# 4.3#

Roof load of Sheet (20 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 23: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

39

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 5.0 4.4 4.0 3.7 3.5 3.1 2.8 2.6 2.4 2.3 2.2 2.1 2.0 1.9

168 x 65 6.7 6.0 5.4 5.0 4.7 4.2 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

210 x 65 8.4 7.5 6.8 6.3 5.9 5.2 4.8 4.4 4.1 3.9 3.7 3.5 3.3 3.2

252 x 65 9.6 9.0 8.2 7.6 7.1 6.3 5.7 5.3 5.0 4.7 4.4 4.2 4.0 3.9

294 x 65 10.7 10.3 9.6 8.9 8.3 7.4 6.7 6.2 5.8 5.5 5.2 4.9* 4.7* 4.5*

336 x 65 11.7 11.2 10.9 10.2 9.5 8.4 7.7 7.1 6.6* 6.3* 5.9* 5.6* 5.4* 5.2*

378 x 65 12.6 12.2 11.8 11.3 10.6 9.4 8.6 7.9* 7.4* 7.0* 6.6* 6.3* 6.0# 5.8#

420 x 65 13.5 13.1 12.7 12.2 11.4 10.2 9.3* 8.6* 8.0* 7.6* 7.2# 6.8# 6.5# 6.3#

462 x 65 14.4 13.9 13.5 13.1 12.2 10.9* 9.9* 9.2* 8.6* 8.1# 7.7# 7.3# 7.0# 6.7#

504 x 65 15.2* 14.7* 14.3* 13.9* 12.9* 11.5* 10.5* 9.7* 9.1# 8.6# 8.1# 7.7# 7.3# 6.7#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 5.7* 5.1* 4.6* 4.3* 4.0* 3.6* 3.3* 3.0* 2.8* 2.6* 2.5* 2.4* 2.3* 2.2*

168 x 85 7.6* 6.8* 6.2* 5.8* 5.4* 4.8* 4.4* 4.0* 3.8* 3.5* 3.4* 3.2* 3.1* 2.9*

210 x 85 8.9* 8.5* 7.8* 7.2* 6.7* 6.0* 5.5* 5.1* 4.7* 4.4* 4.2* 4.0* 3.8* 3.7*

252 x 85 10.1* 9.7* 9.4* 8.7* 8.1* 7.2* 6.6* 6.1* 5.7* 5.4* 5.1* 4.8* 4.6* 4.4*

294 x 85 11.2* 10.8* 10.4* 10.1* 9.5* 8.5* 7.7* 7.1* 6.6* 6.3* 5.9* 5.7* 5.4* 5.2

336 x 85 12.2* 11.8* 11.4* 11.1* 10.8* 9.7* 8.8* 8.2* 7.6* 7.2* 6.8* 6.5* 6.2* 5.9*

378 x 85 13.2* 12.7* 12.3* 12.0* 11.7* 10.9* 10.0* 9.2* 8.6* 8.1* 7.7* 7.3* 7.0* 6.7*

420 x 85 14.1* 13.6* 13.3* 12.9* 12.6* 12.1* 11.1* 10.2* 9.6* 9.0* 8.5* 8.1* 7.8# 7.5#

462 x 85 15.0* 14.5* 14.1* 13.8* 13.5* 12.9* 12.2* 11.3* 10.5* 9.9* 9.4# 8.9# 8.5# 8.2#

504 x 85 15.8* 15.3* 14.9* 14.6* 14.3* 13.7* 13.1* 12.1* 11.3* 10.7#10.1# 9.6# 9.2# 8.8#

546 x 85 16.6* 16.2* 15.7* 15.4* 15.1* 14.5* 13.9* 12.9* 12.0#11.3#10.7# 10.2# 9.6# 8.8#

588 x 85 17.4* 16.9* 16.5* 16.1* 15.8* 15.2* 14.7* 13.6* 12.7#11.9#11.3# 10.5# 9.6# 8.9#

Roof load of Sheet (20 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 24: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

40

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 6.6* 5.8* 5.3* 4.9* 4.6* 4.1* 3.7* 3.4* 3.2* 3.0* 2.9* 2.7* 2.6* 2.5*

168 x 110 8.0* 7.7* 7.1* 6.6* 6.1* 5.5* 5.0* 4.6* 4.3* 4.0* 3.8* 3.6* 3.5* 3.4*

210 x 110 9.3* 9.0* 8.7* 8.3* 7.7* 6.9* 6.2* 5.8* 5.4* 5.1* 4.8* 4.6* 4.4* 4.2*

252 x 110 10.5* 10.1* 9.8* 9.5* 9.3* 8.3* 7.5* 6.9* 6.5* 6.1* 5.8* 5.5* 5.3* 5.1*

294 x 110 11.6* 11.2* 10.9* 10.6* 10.4* 9.7* 8.8* 8.1* 7.6* 7.1* 6.8* 6.4* 6.2* 5.9*

336 x 110 12.7* 12.3* 11.9* 11.6* 11.3* 10.9* 10.1* 9.3* 8.7* 8.2* 7.8* 7.4* 7.1* 6.8

378 x 110 13.6* 13.2* 12.9* 12.6* 12.3* 11.8* 11.4* 10.5* 9.8* 9.2* 8.7* 8.3* 8.0* 7.6*

420 x 110 14.6* 14.2* 13.8* 13.5* 13.2* 12.7* 12.3* 11.7* 10.9* 10.3* 9.7* 9.3* 8.9* 8.5*

462 x 110 15.5* 15.0* 14.7* 14.3* 14.0* 13.5* 13.1* 12.7* 12.0* 11.3* 10.7* 10.2* 9.8* 9.4#

504 x 110 16.3* 15.9* 15.5* 15.2* 14.9* 14.4* 13.9* 13.5* 13.2* 12.4* 11.7* 11.2# 10.7# 10.2#

546 x 110 17.1* 16.7* 16.3* 16.0* 15.7* 15.1* 14.7 14.3* 13.9* 13.4* 12.7# 12.1# 11.6# 11.1#

588 x 110 17.9* 17.5* 17.1* 16.8* 16.4* 15.9* 15.4* 15.0* 14.7* 14.4#13.7# 13.0# 12.5# 11.6#

630 x 110 18.7* 18.2* 17.9* 17.5* 17.2* 16.6* 16.2* 15.7* 15.4#15.0#14.6# 13.8# 12.6# 11.6#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 6.8* 6.4* 5.8* 5.3* 5.0* 4.4* 4.0* 3.7* 3.5* 3.3* 3.1* 3.0* 2.8* 2.7*

168 x 130 8.2* 7.9* 7.7* 7.2* 6.7* 6.0* 5.4* 5.0* 4.7* 4.4* 4.2* 4.0* 3.8* 3.6*

210 x 130 9.6* 9.2* 8.9* 8.7* 8.4* 7.5* 6.8* 6.3* 5.9* 5.5* 5.2* 5.0* 4.8* 4.6*

252 x 130 10.8* 10.4* 10.1* 9.8* 9.6* 9.0* 8.2* 7.6* 7.1* 6.7* 6.3* 6.0* 5.7* 5.5*

294 x 130 11.9* 11.5* 11.2* 10.9* 10.7* 10.3* 9.6* 8.9* 8.3* 7.8* 7.4* 7.0* 6.7* 6.4*

336 x 130 12.9* 12.6* 12.2* 11.9* 11.7* 11.2* 10.9* 10.2* 9.5* 8.9* 8.4* 8.0* 7.7* 7.4*

378 x 130 13.9* 13.5* 13.2* 12.9* 12.6* 12.2* 11.8* 11.4* 10.7* 10.1* 9.5* 9.1* 8.7* 8.3*

420 x 130 14.9* 14.5* 14.1* 13.8* 13.5* 13.1* 12.7* 12.3* 11.9* 11.2* 10.6* 10.1* 9.7* 9.3*

462 x 130 15.7* 15.4* 15.0* 14.7* 14.4* 13.9* 13.5* 13.1* 12.8* 12.3* 11.7* 11.1* 10.6* 10.2*

504 x 130 16.6* 16.2* 15.9* 15.5* 15.2* 14.7* 14.3* 13.9* 13.6* 13.3* 12.8* 12.2* 11.6* 11.2#

546 x 130 17.4* 17.0* 16.7* 16.3* 16.1* 15.5* 15.1* 14.7* 14.4* 14.1* 13.8* 13.2* 12.6# 12.1#

588 x 130 18.2* 17.8* 17.5* 17.1* 16.8* 16.3* 15.9* 15.5* 15.1* 14.8* 14.5* 14.2# 13.6# 13.0#

630 x 130 19.0* 18.6* 18.2* 17.9* 17.6* 17.1* 16.6* 16.2* 15.8* 15.5* 15.2# 15.0# 14.6# 13.8#

Roof load of Sheet (20 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 25: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

41

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 3.4 3.1 2.9 2.7 2.6 2.3 2.1 1.9 1.8 1.7 1.6 1.5 1.5 1.4

168 x 38 4.5 4.1 3.8 3.5 3.3 2.9 2.7 2.5 2.3 2.2 2.1 2.0 1.9 1.8

210 x 38 5.5 5.0 4.5 4.2 3.9 3.5 3.2 3.0 2.8 2.6 2.5 2.4 2.3* 2.2*

252 x 38 6.3 5.7 5.2 4.8 4.5 4.0 3.7 3.4 3.2 3.0* 2.9* 2.7* 2.6* 2.5*

294 x 38 7.0 6.3 5.8 5.4 5.0 4.5 4.1 3.8 3.6* 3.4* 3.2* 3.0* 2.9* 2.8#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 3.7 3.4 3.2 3.0 2.8 2.5 2.3 2.1 2.0 1.8 1.7 1.7 1.6 1.5

168 x 42 5.0 4.5 4.1 3.8 3.6 3.2 2.9 2.7 2.5 2.4 2.3 2.1 2.1 2.0

210 x 42 6.0 5.4 5.0 4.6 4.3 3.9 3.5 3.3 3.0 2.9 2.7 2.6 2.5* 2.4*

252 x 42 7.0 6.3 5.7 5.3 5.0 4.5 4.1 3.8 3.5 3.3* 3.2* 3.0* 2.9* 2.8*

294 x 42 7.8 7.0 6.4 6.0 5.6 5.0 4.6 4.2 4.0* 3.7* 3.6* 3.4* 3.2* 3.1#

336 x 42 8.6 7.7 7.1 6.6 6.2 5.5 5.1* 4.7* 4.4* 4.1* 3.9* 3.7# 3.6# 3.4#

378 x 42 9.3 8.4 7.7 7.1 6.7 6.0* 5.5* 5.1* 4.8* 4.5# 4.3# 4.1# 3.9# 3.7#

420 x 42 9.9 8.9 8.2 7.6 7.1 6.4* 5.9* 5.4* 5.1# 4.8# 4.6# 4.3# 4.1# 3.8#

Roof load of Sheet & Ceiling (40 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 26: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

42

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 4.8 4.4 4.0 3.7 3.5 3.1 2.9 2.6 2.5 2.3 2.2 2.1 2.0 1.9

168 x 65 6.2 5.9 5.4 5.0 4.7 4.2 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

210 x 65 7.3 7.0 6.7 6.2 5.8 5.2 4.8 4.4 4.1 3.9 3.7 3.5 3.4 3.2

252 x 65 8.4 8.0 7.7 7.4 7.0 6.3 5.7 5.3 5.0 4.7 4.4 4.2* 4.1* 3.9*

294 x 65 9.3 8.9 8.6 8.3 8.0 7.3 6.7 6.2 5.8* 5.4* 5.2* 4.9* 4.7* 4.5*

336 x 65 10.3 9.8 9.4 9.1 8.9 8.2 7.5* 6.9* 6.5* 6.1* 5.8* 5.5* 5.3# 5.1#

378 x 65 11.2 10.7 10.3 9.9 9.6 9.0* 8.3* 7.7* 7.2* 6.8# 6.4# 6.1# 5.9# 5.6#

420 x 65 12.0 11.5 11.1 10.7 10.4 9.8* 9.0* 8.4* 7.8# 7.4# 7.0# 6.7# 6.3# 5.8#

462 x 65 12.8 12.3 11.8 11.5 11.1* 10.6* 9.8* 9.1# 8.5# 8.0# 7.5# 6.8# 6.3# 5.8#

504 x 65 13.6 13.0 12.6 12.2* 11.9* 11.3* 10.5# 9.7# 9.1# 8.3# 7.5# 6.8# 6.2# 5.8#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 5.2 4.8 4.6 4.3 4.0 3.6 3.3 3.0 2.8 2.7 2.5 2.4 2.3 2.2

168 x 85 6.6 6.3 6.1 5.7 5.3 4.8 4.4 4.0 3.8 3.6 3.4 3.2 3.1 3.0

210 x 85 7.8 7.4 7.1 6.9 6.6 6.0 5.4 5.0 4.7 4.5 4.2 4.0 3.9 3.7

252 x 85 8.9 8.5 8.1 7.9 7.6 7.1 6.5 6.0 5.7 5.3 5.1 4.8 4.6 4.5

294 x 85 9.9 9.4 9.1 8.8 8.5 8.1 7.6 7.0 6.6 6.2 5.9 5.6* 5.4* 5.2*

336 x 85 10.8 10.4 10.0 9.7 9.4 8.9 8.6 8.0 7.5* 7.1* 6.8* 6.4* 6.2* 5.9*

378 x 85 11.7 11.3 10.9 10.5 10.2 9.7 9.4 9.0* 8.5* 8.0* 7.6* 7.3# 6.9# 6.7#

420 x 85 12.6 12.1 11.7 11.3 11.0 10.5 10.1* 9.8* 9.4* 8.9# 8.4# 8.1# 7.7# 7.4#

462 x 85 13.5 12.9 12.5 12.1 11.8 11.3* 10.8* 10.5* 10.1# 9.8# 9.3# 8.9# 8.1# 7.5#

504 x 85 14.3 13.7 13.3 12.9 12.5 12.0* 11.5* 11.1#10.8#10.5# 9.7# 8.8# 8.1# 7.5#

546 x 85 15.1 14.5 14.0 13.6 13.3 12.7* 12.2* 11.8#11.5#10.7# 9.6# 8.8# 8.1# 7.5#

588 x 85 15.8 15.2 14.7 14.3 14.0* 13.4* 12.9#12.4#11.9#10.6# 9.6# 8.8# 8.1# 7.5#

Roof load of Sheet & Ceiling (40 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 27: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

43

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 5.6 5.3 5.0 4.8 4.5 4.1 3.7 3.4 3.2 3.0 2.9 2.7 2.6 2.5

168 x 110 7.0 6.7 6.4 6.2 6.0 5.4 4.9 4.6 4.3 4.0 3.8 3.7 3.5 3.4

210 x 110 8.2 7.8 7.5 7.3 7.1 6.7 6.2 5.7 5.4 5.1 4.8 4.6 4.4 4.2

252 x 110 9.3 8.9 8.6 8.3 8.1 7.7 7.4 6.9 6.4 6.1 5.8 5.5 5.3 5.1

294 x 110 10.4 9.9 9.6 9.3 9.0 8.6 8.3 8.0 7.5 7.1 6.7 6.4 6.1 5.9*

336 x 110 11.3 10.9 10.5 10.2 9.9 9.5 9.1 8.8 8.5 8.1 7.7* 7.3* 7.0* 6.7*

378 x 110 12.3 11.8 11.4 11.1 10.8 10.3 9.9 9.6 9.3 9.0* 8.6* 8.2* 7.9* 7.6*

420 x 110 13.2 12.7 12.3 11.9 11.6 11.1 10.7 10.3 10.0* 9.8* 9.5* 9.1* 8.8# 8.4#

462 x 110 14.0 13.5 13.1 12.7 12.4 11.9 11.4 11.1* 10.7* 10.5* 10.2# 10.0# 9.6# 9.3#

504 x 110 14.9 14.4 13.9 13.5 13.2 12.6 12.2* 11.8* 11.4* 11.2#10.9# 10.7# 10.4# 9.6#

546 x 110 15.7 15.1 14.7 14.3 13.9 13.4 12.9* 12.5* 12.1* 11.8#11.5# 11.3# 10.4# 9.6#

588 x 110 16.4 15.9 15.4 15.0 14.7 14.1* 13.6* 13.1* 12.8#12.5#12.2# 11.2# 10.3# 9.6#

630 x 110 17.2 16.6 16.2 15.7 15.4 14.8* 14.2* 13.8#13.4#13.1#12.2# 11.2# 10.3# 9.5#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 5.9 5.6 5.3 5.0 4.8 4.4 4.0 3.7 3.5 3.3 3.1 3.0 2.9 2.7

168 x 130 7.2 6.9 6.7 6.4 6.2 5.9 5.4 5.0 4.7 4.4 4.2 4.0 3.8 3.7

210 x 130 8.5 8.1 7.8 7.6 7.3 7.0 6.7 6.2 5.8 5.5 5.2 5.0 4.8 4.6

252 x 130 9.6 9.2 8.9 8.6 8.4 8.0 7.7 7.4 7.0 6.6 6.3 6.0 5.7 5.5

294 x 130 10.7 10.3 9.9 9.6 9.3 8.9 8.6 8.3 8.0 7.7 7.3 7.0 6.7 6.4

336 x 130 11.7 11.2 10.9 10.5 10.3 9.8 9.4 9.1 8.9 8.6 8.3 7.9 7.6* 7.3*

378 x 130 12.6 12.2 11.8 11.4 11.2 10.7 10.3 9.9 9.6 9.4 9.2* 8.9* 8.6* 8.2*

420 x 130 13.5 13.1 12.7 12.3 12.0 11.5 11.1 10.7 10.4 10.1* 9.9* 9.7* 9.5* 9.1*

462 x 130 14.4 13.9 13.5 13.1 12.8 12.3 11.8 11.5 11.1* 10.9* 10.6* 10.4* 10.2# 10.0#

504 x 130 15.2 14.7 14.3 13.9 13.6 13.0 12.6 12.2* 11.9* 11.6* 11.3* 11.1# 10.9# 10.7#

546 x 130 16.1 15.5 15.1 14.7 14.4 13.8 13.3 12.9* 12.6* 12.2* 12.0# 11.7# 11.5# 11.3#

588 x 130 16.8 16.3 15.9 15.5 15.1 14.5 14.0* 13.6* 13.2* 12.9#12.6# 12.4# 12.1# 11.2#

630 x 130 17.6 17.1 16.6 16.2 15.8 15.2 14.7* 14.3* 13.9* 13.6#13.3# 13.0# 12.1# 11.2#

Roof load of Sheet & Ceiling (40 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 28: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

44

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 2.9 2.6 2.4 2.3 2.1 1.9 1.8 1.6 1.5 1.4 1.4 1.3 1.2 1.2

168 x 38 3.8 3.4 3.2 2.9 2.7 2.4 2.2 2.1 1.9 1.8 1.7 1.6* 1.6* 1.5*

210 x 38 4.5 4.1 3.7 3.5 3.2 2.9 2.7 2.5* 2.3* 2.2* 2.0* 2.0* 1.9* 1.8*

252 x 38 5.2 4.6 4.2 3.9 3.7 3.3 3.0* 2.8* 2.6* 2.5* 2.3* 2.2# 2.1# 2.0#

294 x 38 5.7 5.1 4.7 4.3 4.1 3.6* 3.3* 3.1* 2.9* 2.7# 2.6# 2.5# 2.4# 2.2#

1.2 1.5 1.8 2.1 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8

126 x 42 3.1 2.9 2.7 2.5 2.3 2.1 1.9 1.8 1.6 1.6 1.5 1.4 1.3 1.3

168 x 42 4.2 3.8 3.4 3.2 3.0 2.7 2.4 2.3 2.1 2.0 1.9 1.8* 1.7* 1.7*

210 x 42 5.0 4.5 4.1 3.8 3.6 3.2 2.9 2.7 2.5* 2.4* 2.3* 2.2* 2.1* 2.0*

252 x 42 5.7 5.2 4.7 4.4 4.1 3.7 3.4* 3.1* 2.9* 2.8* 2.6* 2.5# 2.4# 2.3#

294 x 42 6.4 5.8 5.3 4.9 4.6 4.1* 3.8* 3.5* 3.3# 3.1# 2.9# 2.8# 2.6# 2.4#

336 x 42 7.0 6.3 5.8 5.3 5.0* 4.5* 4.1* 3.8# 3.6# 3.4# 3.2# 2.9# 2.6# 2.4#

378 x 42 7.4 6.7 6.2* 5.7* 5.4* 4.8* 4.4# 4.1# 3.8# 3.5# 3.2# 2.9# 2.6# 2.4#

420 x 42 7.9 7.1 6.5* 6.1* 5.7* 5.1# 4.7# 4.3# 3.9# 3.5# 3.1# 2.9# 2.6# 2.4#

Roof load of Tiles (70kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 29: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

45

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 4.1 3.8 3.5 3.2 3.0 2.7 2.5 2.3 2.1 2.0 1.9 1.8 1.7 1.7

168 x 65 5.4 5.0 4.6 4.3 4.0 3.6 3.3 3.1 2.9 2.7 2.6 2.4 2.3 2.2

210 x 65 6.5 6.1 5.8 5.4 5.0 4.5 4.1 3.8 3.6 3.4* 3.2* 3.1* 2.9* 2.8*

252 x 65 7.4 7.0 6.7 6.4 6.0 5.4 4.9* 4.6* 4.3* 4.0* 3.8* 3.6* 3.5# 3.3#

294 x 65 8.3 7.9 7.5 7.3 6.8 6.1* 5.6* 5.2* 4.9* 4.6# 4.4# 4.2# 4.0# 3.8#

336 x 65 9.1 8.7 8.3 8.0 7.6* 6.8* 6.3* 5.8# 5.5# 5.2# 4.9# 4.4# 4.1# 3.8#

378 x 65 9.9 9.5 9.1 8.8* 8.4* 7.5* 6.9# 6.4# 6.0# 5.4# 4.9# 4.4# 4.1# 3.8#

420 x 65 10.7 10.2 9.8* 9.5* 9.1* 8.2# 7.5# 6.8# 6.0# 5.4# 4.8# 4.4# 4.0# 3.7#

462 x 65 11.5 10.9* 10.5* 10.1* 9.8# 8.8# 7.9# 6.8# 6.0# 5.3# 4.8# 4.4# 4.0# 3.7#

504 x 65 12.2 11.6* 11.2* 10.8#10.5# 9.3# 7.8# 6.8# 6.0# 5.3# 4.8# 4.4# 4.0# 3.7#

1.2 1.5 1.8 2.1 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8

126 x 85 4.4 4.1 3.9 3.7 3.4 3.1 2.8 2.6 2.4 2.3 2.2 2.1 2.0 1.9

168 x 85 5.8 5.4 5.1 4.9 4.6 4.1 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

210 x 85 6.9 6.5 6.3 6.0 5.7 5.1 4.7 4.4 4.1 3.9 3.7 3.5 3.3* 3.2*

252 x 85 7.9 7.5 7.2 6.9 6.7 6.1 5.6 5.2 4.9* 4.6* 4.4* 4.2* 4.0* 3.9*

294 x 85 8.8 8.4 8.0 7.8 7.5 7.1 6.6* 6.1* 5.7* 5.4* 5.1* 4.9# 4.7# 4.5#

336 x 85 9.7 9.2 8.8 8.5 8.3 7.9* 7.5* 6.9* 6.5# 6.1# 5.8# 5.6# 5.3# 4.9#

378 x 85 10.5 10.0 9.6 9.3 9.0* 8.6* 8.2* 7.8# 7.3# 6.9# 6.3# 5.7# 5.3# 4.9#

420 x 85 11.3 10.8 10.4 10.1* 9.8* 9.3* 8.9# 8.6# 7.8# 6.9# 6.3# 5.7# 5.3# 4.9#

462 x 85 12.1 11.6 11.1 10.8* 10.5* 9.9# 9.5# 8.8# 7.7# 6.9# 6.2# 5.7# 5.2# 4.9#

504 x 85 12.9 12.3 11.9* 11.5* 11.1* 10.6#10.0# 8.7# 7.7# 6.9# 6.2# 5.7# 5.2# 4.8#

546 x 85 13.6 13.0* 12.5* 12.1* 11.8#11.2#10.0# 8.7# 7.6# 6.8# 6.2# 5.7# 5.2# 4.8#

588 x 85 14.3 13.7* 13.2* 12.8* 12.4#11.7# 9.9# 8.6# 7.6# 6.8# 6.2# 5.6# 5.2# 4.8#

Roof load of Tiles (70kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 30: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

46

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 4.8 4.5 4.2 4.0 3.8 3.5 3.2 3.0 2.8 2.6 2.5 2.4 2.3 2.2

168 x 110 6.2 5.9 5.6 5.3 5.1 4.7 4.3 4.0 3.7 3.5 3.3 3.2 3.0 2.9

210 x 110 7.3 6.9 6.7 6.4 6.2 5.8 5.3 4.9 4.6 4.4 4.2 4.0 3.8 3.6

252 x 110 8.3 7.9 7.6 7.3 7.1 6.8 6.4 5.9 5.6 5.2 5.0* 4.8* 4.6* 4.4*

294 x 110 9.3 8.9 8.5 8.2 8.0 7.6 7.3 6.9 6.5* 6.1* 5.8* 5.5* 5.3* 5.1*

336 x 110 10.2 9.7 9.4 9.1 8.8 8.4 8.0* 7.7* 7.4* 7.0* 6.6* 6.3# 6.1# 5.8#

378 x 110 11.1 10.6 10.2 9.9 9.6 9.1 8.7* 8.4* 8.2# 7.8# 7.4# 7.1# 6.8# 6.3#

420 x 110 11.9 11.4 11.0 10.6 10.3 9.8* 9.4* 9.1* 8.8# 8.6# 8.0# 7.3# 6.7# 6.2#

462 x 110 12.7 12.2 11.8 11.4 11.1* 10.5* 10.1* 9.8# 9.5# 8.8# 8.0# 7.3# 6.7# 6.2#

504 x 110 13.5 13.0 12.5 12.1 11.8* 11.2* 10.8#10.4# 9.8# 8.8# 7.9# 7.3# 6.7# 6.2#

546 x 110 14.3 13.7 13.2 12.8* 12.5* 11.9* 11.4#11.0# 9.7# 8.7# 7.9# 7.2# 6.7# 6.2#

588 x 110 15.0 14.4 13.9* 13.5* 13.1* 12.5#12.1#10.9# 9.6# 8.7# 7.9# 7.2# 6.6# 6.1#

630 x 110 15.7 15.1* 14.6* 14.2* 13.8* 13.2#12.4#10.8# 9.6# 8.6# 7.8# 7.2# 6.6# 6.1#

1.2 1.5 1.8 2.1 2.4 3 3.6 4.2 4.8 5.4 6 6.6 7.2 7.8

126 x 130 5.0 4.7 4.4 4.2 4.1 3.8 3.5 3.2 3.0 2.8 2.7 2.6 2.5 2.4

168 x 130 6.4 6.1 5.9 5.6 5.4 5.0 4.6 4.3 4.0 3.8 3.6 3.4 3.3 3.2

210 x 130 7.6 7.2 6.9 6.7 6.5 6.1 5.8 5.4 5.0 4.7 4.5 4.3 4.1 4.0

252 x 130 8.6 8.2 7.9 7.6 7.4 7.0 6.7 6.4 6.0 5.7 5.4 5.2 4.9* 4.8*

294 x 130 9.6 9.2 8.8 8.5 8.3 7.9 7.5 7.3 7.0 6.6* 6.3* 6.0* 5.8* 5.5*

336 x 130 10.5 10.1 9.7 9.4 9.1 8.7 8.3 8.0 7.8* 7.5* 7.2* 6.9* 6.6# 6.3#

378 x 130 11.4 11.0 10.6 10.2 9.9 9.5 9.1 8.8* 8.5* 8.3* 8.0# 7.7# 7.4# 7.1#

420 x 130 12.3 11.8 11.4 11.0 10.7 10.2 9.8* 9.5* 9.2* 8.9# 8.7# 8.5# 7.9# 7.3#

462 x 130 13.1 12.6 12.2 11.8 11.5 10.9* 10.5* 10.1* 9.8# 9.6# 9.3# 8.5# 7.9# 7.3#

504 x 130 13.9 13.4 12.9 12.5 12.2 11.6* 11.2* 10.8#10.5#10.2# 9.3# 8.5# 7.8# 7.3#

546 x 130 14.7 14.1 13.7 13.3 12.9* 12.3* 11.8* 11.5#11.1#10.2# 9.2# 8.4# 7.8# 7.2#

588 x 130 15.5 14.9 14.4 14.0* 13.6* 13.0* 12.5#12.1#11.2#10.1# 9.2# 8.4# 7.7# 7.2#

630 x 130 16.2 15.6 15.1* 14.7* 14.3* 13.6#13.1#12.5#11.1#10.0# 9.1# 8.3# 7.7# 7.2#

Roof load of Tiles (70kg/m2)Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 31: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

47

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 38 2.7 2.4 2.2 2.0 1.9 1.7 1.5 1.4 1.3 1.3 1.2 1.1 1.1 1.0

168 x 38 3.4 3.0 2.8 2.6 2.4 2.2 2.0 1.8 1.7 1.6* 1.5* 1.4* 1.4* 1.3*

210 x 38 4.0 3.6 3.3 3.1 2.9 2.6 2.3* 2.2* 2.0* 1.9* 1.8* 1.7# 1.6# 1.6#

252 x 38 4.6 4.1 3.8 3.5 3.3 2.9* 2.7* 2.5* 2.3# 2.2# 2.1# 2.0# 1.9# 1.7#

294 x 38 5.0 4.5 4.1 3.8 3.6* 3.2* 2.9* 2.7# 2.5# 2.4# 2.2# 2.0# 1.9# 1.7#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 42 2.9 2.6 2.4 2.2 2.1 1.8 1.7 1.6 1.4 1.4 1.3 1.2 1.2 1.1

168 x 42 3.7 3.3 3.0 2.8 2.6 2.4 2.2 2.0 1.9* 1.8* 1.7* 1.6* 1.5* 1.5*

210 x 42 4.4 4.0 3.6 3.4 3.2 2.8 2.6* 2.4* 2.2* 2.1* 2.0* 1.9# 1.8# 1.7#

252 x 42 5.1 4.6 4.2 3.9 3.6 3.3* 3.0* 2.8* 2.6# 2.4# 2.3# 2.2# 2.1# 1.9#

294 x 42 5.7 5.1 4.7 4.3* 4.1* 3.6* 3.3* 3.1# 2.9# 2.7# 2.5# 2.2# 2.0# 1.9#

336 x 42 6.2 5.6 5.1* 4.7* 4.4* 4.0# 3.6# 3.4# 3.1# 2.7# 2.5# 2.2# 2.0# 1.9#

378 x 42 6.6 6.0* 5.5* 5.1* 4.8* 4.3# 3.9# 3.5# 3.1# 2.7# 2.5# 2.2# 2.0# 1.9#

420 x 42 7.0* 6.3* 5.8* 5.4* 5.0# 4.5# 4.1# 3.5# 3.1# 2.7# 2.4# 2.2# 2.0# 1.9#

Roof load of Tiles & Ceiling (90 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 32: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

48

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 65 3.8 3.4 3.1 2.8 2.7 2.4 2.2 2.0 1.9 1.8 1.7 1.6 1.5 1.5

168 x 65 5.0 4.5 4.1 3.8 3.6 3.2 2.9 2.7 2.5 2.4 2.3 2.1 2.1* 2.0*

210 x 65 6.1 5.6 5.1 4.7 4.4 4.0 3.6 3.4* 3.2* 3.0* 2.8* 2.7* 2.6* 2.5#

252 x 65 7.0 6.6 6.1 5.6 5.3 4.7* 4.3* 4.0* 3.8* 3.5# 3.4# 3.2# 3.1# 2.9#

294 x 65 7.8 7.4 6.9 6.4* 6.0* 5.4* 5.0* 4.6# 4.3# 4.1# 3.8# 3.5# 3.2# 2.9#

336 x 65 8.6 8.2 7.7* 7.2* 6.8* 6.1# 5.6# 5.2# 4.7# 4.2# 3.8# 3.5# 3.2# 2.9#

378 x 65 9.4 8.9* 8.5* 7.9* 7.4* 6.7# 6.1# 5.4# 4.7# 4.2# 3.8# 3.5# 3.2# 2.9#

420 x 65 10.1 9.6* 9.3* 8.6# 8.1# 7.3# 6.2# 5.4# 4.7# 4.2# 3.8# 3.4# 3.2# 2.9#

462 x 65 10.9* 10.3* 9.9# 9.3# 8.7# 7.4# 6.2# 5.3# 4.7# 4.2# 3.8# 3.4# 3.2# 2.9#

504 x 65 11.6* 11.0* 10.6# 9.9# 9.0# 7.3# 6.2# 5.3# 4.7# 4.2# 3.8# 3.4# 3.1# 2.9#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 85 4.1 3.8 3.5 3.3 3.0 2.7 2.5 2.3 2.2 2.0 1.9 1.8 1.8 1.7

168 x 85 5.4 5.0 4.7 4.3 4.1 3.6 3.3 3.1 2.9 2.7 2.6 2.5 2.4 2.3

210 x 85 6.5 6.2 5.8 5.4 5.1 4.5 4.2 3.9 3.6 3.4* 3.2* 3.1* 2.9* 2.8*

252 x 85 7.4 7.1 6.8 6.5 6.1 5.4 5.0* 4.6* 4.3* 4.1* 3.9* 3.7* 3.5# 3.4#

294 x 85 8.3 7.9 7.6 7.3 7.1 6.3* 5.8* 5.4* 5.0* 4.8# 4.5# 4.3# 4.1# 3.8#

336 x 85 9.2 8.7 8.4 8.1 7.8* 7.2* 6.6* 6.1# 5.8# 5.4# 5.0# 4.5# 4.1# 3.8#

378 x 85 10.0 9.5 9.1 8.8* 8.5* 8.1# 7.4# 6.9# 6.1# 5.5# 4.9# 4.5# 4.1# 3.8#

420 x 85 10.8 10.2 9.8* 9.5* 9.2* 8.7# 8.0# 6.9# 6.1# 5.5# 4.9# 4.5# 4.1# 3.8#

462 x 85 11.5 11.0* 10.5* 10.2* 9.9# 9.4# 8.0# 6.9# 6.1# 5.4# 4.9# 4.5# 4.1# 3.8#

504 x 85 12.2 11.7* 11.2* 10.8#10.5# 9.4# 8.0# 6.9# 6.1# 5.4# 4.9# 4.5# 4.1# 3.8#

546 x 85 13.0* 12.4* 11.9* 11.5#11.2# 9.4# 7.9# 6.8# 6.0# 5.4# 4.9# 4.4# 4.1# 3.8#

588 x 85 13.6* 13.0* 12.5#12.1#11.4# 9.3# 7.9# 6.8# 6.0# 5.4# 4.9# 4.4# 4.1# 3.8#

Roof load of Tiles & Ceiling (90 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 33: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

49

ROOF BEAMS

Continuous Span

Beam Roof Load Width (m)

Size 1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 110 4.4 4.1 3.9 3.7 3.5 3.1 2.8 2.6 2.5 2.3 2.2 2.1 2.0 1.9

168 x 110 5.9 5.4 5.1 4.9 4.6 4.1 3.8 3.5 3.3 3.1 2.9 2.8 2.7 2.6

210 x 110 6.9 6.6 6.3 6.1 5.7 5.2 4.7 4.4 4.1 3.9 3.7 3.5 3.4* 3.2*

252 x 110 7.9 7.5 7.2 6.9 6.7 6.2 5.6 5.2 4.9* 4.6* 4.4* 4.2* 4.0* 3.9*

294 x 110 8.8 8.4 8.0 7.8 7.5 7.1 6.6* 6.1* 5.7* 5.4* 5.1* 4.9# 4.7# 4.5#

336 x 110 9.7 9.2 8.9 8.6 8.3 7.9* 7.5* 7.0* 6.5# 6.2# 5.9# 5.6# 5.3# 4.9#

378 x 110 10.5 10.0 9.7 9.3 9.0 8.6* 8.2* 7.8# 7.3# 6.9# 6.3# 5.8# 5.3# 4.9#

420 x 110 11.3 10.8 10.4 10.1* 9.8* 9.3* 8.9# 8.6# 7.8# 7.0# 6.3# 5.8# 5.3# 4.9#

462 x 110 12.1 11.6 11.2 10.8* 10.5* 10.0# 9.5# 8.8# 7.8# 7.0# 6.3# 5.7# 5.3# 4.9#

504 x 110 12.9 12.3 11.9* 11.5* 11.2* 10.6#10.1# 8.8# 7.7# 6.9# 6.3# 5.7# 5.3# 4.9#

546 x 110 13.6 13.0* 12.6* 12.2* 11.8#11.2#10.0# 8.7# 7.7# 6.9# 6.2# 5.7# 5.2# 4.8#

588 x 110 14.4 13.7* 13.2* 12.8* 12.5#11.7#10.0# 8.7# 7.7# 6.9# 6.2# 5.7# 5.2# 4.8#

630 x 110 15.0* 14.4* 13.9* 13.5#13.1#11.6# 9.9# 8.6# 7.6# 6.8# 6.2# 5.6# 5.2# 4.8#

1.2 1.5 1.8 2.1 2.4 3.0 3.6 4.2 4.8 5.4 6.0 6.6 7.2 7.8

126 x 130 4.7 4.4 4.1 3.9 3.8 3.4 3.1 2.8 2.7 2.5 2.4 2.3 2.2 2.1

168 x 130 6.1 5.7 5.4 5.1 5.0 4.5 4.1 3.8 3.6 3.4 3.2 3.0 2.9 2.8

210 x 130 7.2 6.8 6.5 6.3 6.1 5.6 5.1 4.7 4.4 4.2 4.0 3.8 3.6 3.5

252 x 130 8.2 7.8 7.5 7.2 7.0 6.6 6.1 5.7 5.3 5.0 4.8* 4.6* 4.4* 4.2*

294 x 130 9.1 8.7 8.3 8.1 7.8 7.4 7.1 6.6* 6.2* 5.9* 5.6* 5.3* 5.1* 4.9#

336 x 130 10.0 9.6 9.2 8.9 8.6 8.2 7.9* 7.5* 7.1* 6.7* 6.4# 6.1# 5.8# 5.6#

378 x 130 10.9 10.4 10.0 9.7 9.4 8.9* 8.6* 8.3* 7.9# 7.5# 7.1# 6.8# 6.3# 5.8#

420 x 130 11.7 11.2 10.8 10.4 10.1 9.6* 9.3* 8.9# 8.7# 8.2# 7.4# 6.8# 6.2# 5.8#

462 x 130 12.5 12.0 11.6 11.2 10.9* 10.3* 9.9# 9.6# 9.1# 8.1# 7.4# 6.7# 6.2# 5.7#

504 x 130 13.3 12.8 12.3 11.9* 11.6* 11.0* 10.6#10.2# 9.0# 8.1# 7.3# 6.7# 6.2# 5.7#

546 x 130 14.1 13.5 13.0* 12.6* 12.2* 11.7#11.2#10.2# 9.0# 8.1# 7.3# 6.7# 6.1# 5.7#

588 x 130 14.8 14.2 13.7* 13.3* 12.9* 12.3#11.6#10.1# 8.9# 8.0# 7.3# 6.6# 6.1# 5.7#

630 x 130 15.5 14.9* 14.4* 13.9* 13.6#12.9#11.5#10.0# 8.9# 8.0# 7.2# 6.6# 6.1# 5.6#

B i L th

Roof load of Tiles & Ceiling (90 kg/m2).Trusses or Rafters @ 25deg N3 WIND AREAS

Maximum Permissible Span (m)

Bearing Lengths: For continuous spans: 45mm for end supports, and 65mm for intermediate supports.

* For continuous spans: denotes member must have a min 65mm bearing length at the end supports, and 85mm internal supports.

# For continuous spans: denotes member must have a min 85mm bearinglength at the end supports,and 110mm for intermediate supports.

Page 34: ROOF BEAMS - Warrnambool Timber Industries beams.pdf · 18 ROOF BEAMS Single and Continuous Spans Restraint value for slenderness calculations is 1200 mm. K6 factor of 1.0 used. K23

50

ROOF BEAMS