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STEEL ROOFING PRODUCTS

STEEL ROOFING PRODUCTS

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Page 1: STEEL ROOFING PRODUCTS

STEEL ROOFING PRODUCTS

Page 2: STEEL ROOFING PRODUCTS

2

CONTENTS

Purlins Pages 3 - 4

Cleats Pages 5 - 6

Sleeves Page 7

Eaves Beam Page 8

Accessories (Rafter Stays, Tie

Connections, Struts) Pages 9 - 12

Specification & Design Details Pages 13 - 18

Ultimate Load Capacities

Purlins Section - 145 x 73 x 1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 13.28 4.43 3.69 2.95 2.46 2.21 1.84 15.59 21.25 10.83 18.59 18.593.50 11.38 3.25 2.71 2.17 1.81 1.63 1.36 11.45 18.21 7.18 15.94 15.944.00 8.77 2.19 1.83 1.46 1.22 1.10 0.91 8.77 15.94 5.00 12.40 13.954.50 6.93 1.54 1.28 1.03 0.86 0.77 0.64 6.93 14.17 3.63 9.51 12.405.00 5.61 1.12 0.94 0.75 0.62 0.56 0.47 5.61 12.75 2.72 7.34 11.165.50 4.64 0.84 0.70 0.56 0.47 0.42 0.35 4.64 11.59 2.11 5.73 9.82

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 13.28 4.43 3.69 2.95 2.46 2.21 1.84 37.42 21.25 18.59 18.59 18.593.50 11.38 3.25 2.71 2.17 1.81 1.63 1.36 27.49 18.21 15.94 15.94 15.944.00 9.96 2.49 2.08 1.66 1.38 1.25 1.04 21.05 15.94 11.94 13.95 13.954.50 8.85 1.97 1.64 1.31 1.09 0.98 0.82 16.63 14.17 8.69 12.40 12.405.00 7.97 1.59 1.33 1.06 0.89 0.80 0.66 13.47 12.75 6.52 11.16 11.165.50 7.24 1.32 1.10 0.88 0.73 0.66 0.55 11.13 11.59 5.03 10.03 10.146.00 6.64 1.11 0.92 0.74 0.61 0.55 0.46 9.35 10.63 3.97 7.96 9.306.50 6.13 0.94 0.79 0.63 0.52 0.47 0.39 7.97 9.81 3.20 6.42 8.587.00 5.69 0.81 0.68 0.54 0.45 0.41 0.34 6.87 9.11 2.62 5.25 7.97

Pages 19 - 37

Page 3: STEEL ROOFING PRODUCTS

3

PURLINS RAILS

Section Section Depth Width Thickness

Depths References mm mm mm

145 145/1.5 145 73 1.5

145/1.6 145 73 1.6

145/1.8 145 73 1.8

145/2 145 73 2

Section Section Depth Width Thickness

Depths References mm mm mm

165 165/1.5 165 73 1.5

165/1.6 165 73 1.6

165/1.8 165 73 1.8

165/2 165 73 2

165/2.2 165 73 2.2

Section Section Depth Width Thickness

Depths References mm mm mm

200 200/1.5 200 73 1.5

200/1.6 200 73 1.6

200/1.8 200 73 1.8

200/2 200 73 2

200/2.2 200 73 2.2

200/2.4 200 73 2.4

Page 4: STEEL ROOFING PRODUCTS

4

PURLINS RAILS

Section Section Depth Width Thickness

Depths References mm mm mm

225 225/1.5 225 73 1.5

225/1.6 225 73 1.6

225/1.8 225 73 1.8

225/2 225 73 2

225/2.2 225 73 2.2

225/2.4 225 73 2.4

Section Section Depth Width Thickness

Depths References mm mm mm

250 250/1.5 250 73 1.5

250/1.6 250 73 1.6

250/1.8 250 73 1.8

250/2 250 73 2

250/2.2 250 73 2.2

250/2.4 250 73 2.4

250/3 250 73 3

Section Section Depth Width Thickness

Depths References mm mm mm

300 300/1.5 300 73 1.5

300/1.6 300 73 1.6

300/1.8 300 73 1.8

300/2 300 73 2

300/2.2 300 73 2.2

300/2.4 300 73 2.4

300/3 300 73 3

Page 5: STEEL ROOFING PRODUCTS

5

CLEATS

Section Weld-on Bolt-on Widt

h Thicknes

s A A B C D

Depths References References mm mm Standard Max mm Standard

Standard

145 CW145 CB145 150 6 N/A

165 CW165 CB165 150 6 N/A

200 CW200 CB200 150 6 66 22 44 80

225 CW225 CB225 150 6 22 110

250 CW250 CB250 150 10 22 130

300 CW300 CB300 150 10 22 180

Cleat Dimensions

Cleat Type 145 - 165

Cleat Type 200 225 250 300

Cleat Type 200 225 250 300

Page 6: STEEL ROOFING PRODUCTS

6

Cleat Dimensions

Cleat Type 145 - 165

Page 7: STEEL ROOFING PRODUCTS

7

Sleeve Dimensions

SLEEVES

Section Section Dept Width Thickness A B C D

Depths References mm mm mm Standard Standard Standard Standard

145 S145 145 1000 2

165 S165 165 1000 2

200 S200 200 1000 2

225 S225 225 1000 2

250 S250 250 1000 2

300 S300 300 1000 2

EAVES BEAM

Sleeve Type 145 - 165

Sleeve Type 200 225 250 300

Page 8: STEEL ROOFING PRODUCTS

8

Eaves Beam Dimensions

Eaves Newells eaves beam sections are designed to combine the function of the purlin, cladding rail and gutter support at eaves postion.

Section Section Dept Width Thickness

Depths References mm mm mm

160 E160 160 90 2

160 E160 160 90 2.5

160 E160 160 90 3.2

Section Section Dept Width Thickness

Depths References mm mm mm

240 E240 160 90 2

240 E240 160 90 2.5

240 E240 160 90 3.2

Page 9: STEEL ROOFING PRODUCTS

9

Rafter Stays

Rafter Stays Where restraint is required to the bottom flange section due to the main frame design, this can be achieved by using rafter stays.

Tie Connections

ACCESSORIES (RAFTER STAYS, TIE CONNECTIONS, STRUTS)

Typical Arrangement of Channel Stays

Single Adjustable Diagonal tie wire rope

Page 10: STEEL ROOFING PRODUCTS

10

Tie Connections

Tie Connections Both the single and double are adjustable by the diagonal ties, and they can used in conjunction with the strut.

Struts

Struts The Strut System should be fitted between the bottom rail and the next rail, and are leveled before proceeding progressively upwards. The single strut system is utilized on buildings with bays up to 6.1m centres with adjustable diagonal wire rope ties as shown in the tie connection diagram.

Double Adjustable Diagonal tie wire rope

Tube Strut

Page 11: STEEL ROOFING PRODUCTS

11

Strut Dimensions

Page 12: STEEL ROOFING PRODUCTS

12

Strut Assemble Exploded

SPECIFICATIONS & DESIGN DETAILS

Page 13: STEEL ROOFING PRODUCTS

13

Eaves Connections

Eaves Connections Dimensions

Stanchion Connection

Page 14: STEEL ROOFING PRODUCTS

14

Sleeve Connections

Page 15: STEEL ROOFING PRODUCTS

15

Sleeve Connections

Typical Sleeve Roof Arrangement Exploded

Typical Sleeve Side Rail Arrangement Exploded

Page 16: STEEL ROOFING PRODUCTS

16

Double Spanning System Sleeves are required at connections to single span end bays only. This eliminates the use of heavy gauge end bay sections which simplifies the system and offers a saving in material.

Single Span Sleeved System Sleeves are required at alternate joints throughout the roof and all joints on the penultimate rafter: Note: Single span systems are generally used when:

1. Bay centres exceed 8.0m2. When site restrictions dictates single length to be used. Normal double span load tables

can be used.

Sleeve Connections

1 2

3 4

5

7 6

1 2

3 4

5 6

7

Page 17: STEEL ROOFING PRODUCTS

17

Continuous Double Spanning Systems The double spanning system uses considerably fewer components than the single span system. Joints should be staggered when double spanning to aid consideration.

Continuous Double Spanning Systems Heavier purlin sections must be used in both end bays in a purlin run with all joints sleeved.

Sleeve Connections

1 2

3 4

5 6 7

1 2

3 4

5 6

7

Page 18: STEEL ROOFING PRODUCTS

18

Double Spanning Systems Sleeves are required at connections to single span end bay members only. This eliminates the use of heavier gauge end bay sections.

Single Span Sleeved Systems Sleeves are required at alternate joints throughout the side wall and all joints on the penultimate stanchions. Normal double span tables can be used. Note: Single span systems are generally used when:

1. Length of rail exceeds maximum length of 16m.2. When site restrictions dictates single length to be used.3. Door openings e.t.c prevents use of double span rails.

ULTIMATE LOAD CAPACITIES - P145

1 2 3 4 5 6 7

1 2 3 4 5 6 7

Page 19: STEEL ROOFING PRODUCTS

19

Purlins Section - 145 x 73 x 1.5 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 22.50 14.40 5.76 4.80 3.84 3.20 2.88 2.40 21.10 23.03 16.10 20.15 20.153.00 12.00 4.00 3.33 2.67 2.22 2.00 1.67 14.66 19.19 10.17 16.79 16.793.50 10.28 2.94 2.45 1.96 1.63 1.47 1.22 10.77 16.45 6.73 14.40 14.404.00 8.24 2.06 1.72 1.37 1.14 1.03 0.86 8.24 14.40 4.68 11.66 12.604.50 6.51 1.45 1.21 0.96 0.80 0.72 0.60 6.51 12.80 3.39 8.95 11.205.00 5.28 1.06 0.88 0.70 0.59 0.53 0.44 5.28 11.52 2.54 6.90 10.08

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 22.50 14.40 5.76 4.80 3.84 3.20 2.88 2.40 50.65 23.03 20.15 20.15 20.153.00 12.00 4.00 3.33 2.67 2.22 2.00 1.67 35.17 19.19 16.79 16.79 16.793.50 10.28 2.94 2.45 1.96 1.63 1.47 1.22 25.84 16.45 14.40 14.40 14.404.00 9.00 2.25 1.87 1.50 1.25 1.12 0.94 19.79 14.40 11.20 12.60 12.604.50 8.00 1.78 1.48 1.18 0.99 0.89 0.74 15.63 12.80 8.14 11.20 11.205.00 7.20 1.44 1.20 0.96 0.80 0.72 0.60 12.66 11.52 6.10 10.08 10.085.50 6.54 1.19 0.99 0.79 0.66 0.59 0.50 10.46 10.47 4.70 9.16 9.166.00 6.00 1.00 0.83 0.67 0.56 0.50 0.42 8.79 9.60 3.70 7.47 8.406.50 5.54 0.85 0.71 0.57 0.47 0.43 0.35 7.49 8.86 2.98 6.01 7.75

Purlins Section - 145 x 73 x 1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 13.28 4.43 3.69 2.95 2.46 2.21 1.84 15.59 21.25 10.83 18.59 18.593.50 11.38 3.25 2.71 2.17 1.81 1.63 1.36 11.45 18.21 7.18 15.94 15.944.00 8.77 2.19 1.83 1.46 1.22 1.10 0.91 8.77 15.94 5.00 12.40 13.954.50 6.93 1.54 1.28 1.03 0.86 0.77 0.64 6.93 14.17 3.63 9.51 12.405.00 5.61 1.12 0.94 0.75 0.62 0.56 0.47 5.61 12.75 2.72 7.34 11.165.50 4.64 0.84 0.70 0.56 0.47 0.42 0.35 4.64 11.59 2.11 5.73 9.82

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 13.28 4.43 3.69 2.95 2.46 2.21 1.84 37.42 21.25 18.59 18.59 18.593.50 11.38 3.25 2.71 2.17 1.81 1.63 1.36 27.49 18.21 15.94 15.94 15.944.00 9.96 2.49 2.08 1.66 1.38 1.25 1.04 21.05 15.94 11.94 13.95 13.954.50 8.85 1.97 1.64 1.31 1.09 0.98 0.82 16.63 14.17 8.69 12.40 12.405.00 7.97 1.59 1.33 1.06 0.89 0.80 0.66 13.47 12.75 6.52 11.16 11.165.50 7.24 1.32 1.10 0.88 0.73 0.66 0.55 11.13 11.59 5.03 10.03 10.146.00 6.64 1.11 0.92 0.74 0.61 0.55 0.46 9.35 10.63 3.97 7.96 9.306.50 6.13 0.94 0.79 0.63 0.52 0.47 0.39 7.97 9.81 3.20 6.42 8.587.00 5.69 0.81 0.68 0.54 0.45 0.41 0.34 6.87 9.11 2.62 5.25 7.97

Page 20: STEEL ROOFING PRODUCTS

20

Purlins Section - 145 x 73 x 1.8 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 15.84 5.28 4.40 3.52 2.93 2.64 2.20 17.44 25.35 12.14 22.18 22.183.50 12.81 3.66 3.05 2.44 2.03 1.83 1.53 12.81 21.72 8.08 17.89 19.014.00 9.81 2.45 2.04 1.63 1.36 1.23 1.02 9.81 19.01 5.65 13.84 16.634.50 7.75 1.72 1.44 1.15 0.96 0.86 0.72 7.75 16.90 4.12 10.64 14.795.00 6.28 1.26 1.05 0.84 0.70 0.63 0.52 6.28 15.21 3.10 8.22 12.955.50 5.19 0.94 0.79 0.63 0.52 0.47 0.39 5.19 13.82 2.41 6.43 10.97

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.50 13.58 3.88 3.23 2.59 2.16 1.94 1.62 30.75 21.72 19.01 19.01 19.014.00 11.88 2.97 2.48 1.98 1.65 1.49 1.24 23.54 19.01 13.42 16.63 16.634.50 10.56 2.35 1.96 1.56 1.30 1.17 0.98 18.60 16.90 9.80 14.79 14.795.00 9.50 1.90 1.58 1.27 1.06 0.95 0.79 15.07 15.21 7.38 13.31 13.315.50 8.64 1.57 1.31 1.05 0.87 0.79 0.65 12.45 13.82 5.71 11.26 12.106.00 7.92 1.32 1.10 0.88 0.73 0.66 0.55 10.46 12.67 4.53 8.95 11.096.50 7.31 1.12 0.94 0.75 0.62 0.56 0.47 8.91 11.70 3.66 7.23 10.247.00 6.79 0.97 0.81 0.65 0.54 0.48 0.40 7.69 10.86 3.01 5.92 9.507.50 6.24 0.83 0.69 0.55 0.46 0.42 0.35 6.70 9.98 2.51 4.92 8.87

Purlins Section - 145 x 73 x 2.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 18.31 6.10 5.09 4.07 3.39 3.05 2.54 19.25 29.29 13.45 25.15 25.633.50 14.14 4.04 3.37 2.69 2.24 2.02 1.68 14.14 25.11 8.99 19.71 21.974.00 10.83 2.71 2.26 1.80 1.50 1.35 1.13 10.83 21.97 6.31 15.26 19.224.50 8.56 1.90 1.58 1.27 1.06 0.95 0.79 8.56 19.53 4.62 11.74 16.775.00 6.93 1.39 1.15 0.92 0.77 0.69 0.58 6.93 17.57 3.50 9.09 14.275.50 5.73 1.04 0.87 0.69 0.58 0.52 0.43 5.73 15.98 2.73 7.13 12.08

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.50 15.21 4.35 3.62 2.90 2.42 2.17 1.81 33.94 24.34 21.09 21.97 21.974.00 13.31 3.33 2.77 2.22 1.85 1.66 1.39 25.99 21.30 14.91 19.22 19.224.50 11.83 2.63 2.19 1.75 1.46 1.31 1.10 20.53 18.93 10.92 17.09 17.095.00 10.65 2.13 1.78 1.42 1.18 1.07 0.89 16.63 17.04 8.26 15.38 15.385.50 9.68 1.76 1.47 1.17 0.98 0.88 0.73 13.74 15.49 6.42 12.48 13.986.00 8.88 1.48 1.23 0.99 0.82 0.74 0.62 11.55 14.20 5.10 9.94 12.816.50 8.19 1.26 1.05 0.84 0.70 0.63 0.53 9.84 13.11 4.14 8.05 11.837.00 7.57 1.08 0.90 0.72 0.60 0.54 0.45 8.49 12.11 3.42 6.61 10.987.50 6.87 0.92 0.76 0.61 0.51 0.46 0.38 7.39 10.99 2.86 5.50 10.25

Page 21: STEEL ROOFING PRODUCTS

21

ULTIMATE LOAD CAPACITIES - P165

Purlins Section - 165 x 73 x 1.5 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.50 11.91 3.40 2.84 2.27 1.89 1.70 1.42 14.63 19.06 7.66 16.68 16.684.00 10.42 2.61 2.17 1.74 1.45 1.30 1.09 11.20 16.68 5.30 13.53 14.594.50 8.85 1.97 1.64 1.31 1.09 0.98 0.82 8.85 14.82 3.83 10.30 12.975.00 7.17 1.43 1.19 0.96 0.80 0.72 0.60 7.17 13.34 2.86 7.90 11.675.50 5.92 1.08 0.90 0.72 0.60 0.54 0.45 5.92 12.13 2.20 6.15 10.616.00 4.98 0.83 0.69 0.55 0.46 0.41 0.35 4.98 11.12 1.73 4.86 9.02

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.00 13.90 4.63 3.86 3.09 2.57 2.32 1.93 47.78 22.24 19.46 19.46 19.463.50 11.91 3.40 2.84 2.27 1.89 1.70 1.42 35.10 19.06 16.68 16.68 16.684.00 10.42 2.61 2.17 1.74 1.45 1.30 1.09 26.88 16.68 12.76 14.59 14.594.50 9.26 2.06 1.72 1.37 1.14 1.03 0.86 21.24 14.82 9.24 12.97 12.975.00 8.34 1.67 1.39 1.11 0.93 0.83 0.69 17.20 13.34 6.91 11.67 11.675.50 7.58 1.38 1.15 0.92 0.77 0.69 0.57 14.22 12.13 5.30 10.61 10.616.00 6.95 1.16 0.97 0.77 0.64 0.58 0.48 11.94 11.12 4.17 8.51 9.736.50 6.41 0.99 0.82 0.66 0.55 0.49 0.41 10.18 10.26 3.34 6.83 8.987.00 5.96 0.85 0.71 0.57 0.47 0.43 0.35 8.78 9.53 2.73 5.57 8.34

Purlins Section - 165 x 73 x 1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.50 13.20 3.77 3.14 2.51 2.09 1.89 1.57 15.56 21.12 8.16 18.48 18.484.00 11.55 2.89 2.41 1.92 1.60 1.44 1.20 11.92 18.48 5.66 14.38 16.174.50 9.42 2.09 1.74 1.39 1.16 1.05 0.87 9.42 16.42 4.09 10.95 14.375.00 7.63 1.53 1.27 1.02 0.85 0.76 0.64 7.63 14.78 3.06 8.41 12.935.50 6.30 1.15 0.95 0.76 0.64 0.57 0.48 6.30 13.44 2.36 6.54 11.466.00 5.30 0.88 0.74 0.59 0.49 0.44 0.37 5.30 12.32 1.86 5.18 9.59

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.50 13.20 3.77 3.14 2.51 2.09 1.89 1.57 37.35 21.12 18.48 18.48 18.484.00 11.55 2.89 2.41 1.92 1.60 1.44 1.20 28.60 18.48 13.59 16.17 16.174.50 10.26 2.28 1.90 1.52 1.27 1.14 0.95 22.60 16.42 9.85 14.37 14.375.00 9.24 1.85 1.54 1.23 1.03 0.92 0.77 18.30 14.78 7.38 12.93 12.935.50 8.40 1.53 1.27 1.02 0.85 0.76 0.64 15.13 13.44 5.67 11.45 11.766.00 7.70 1.28 1.07 0.86 0.71 0.64 0.53 12.71 12.32 4.47 9.06 10.786.50 7.11 1.09 0.91 0.73 0.61 0.55 0.46 10.83 11.37 3.59 7.29 9.957.00 6.60 0.94 0.79 0.63 0.52 0.47 0.39 9.34 10.56 2.93 5.95 9.247.50 6.16 0.82 0.68 0.55 0.46 0.41 0.34 8.13 9.85 2.43 4.92 8.62

Page 22: STEEL ROOFING PRODUCTS

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Purlins Section - 165 x 73 x 1.8 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 23.50 15.75 4.50 3.75 3.00 2.50 2.25 1.88 17.42 25.20 9.17 20.94 22.054.00 13.33 3.33 2.78 2.22 1.85 1.67 1.39 13.33 22.05 6.38 16.05 19.304.50 10.54 2.34 1.95 1.56 1.30 1.17 0.98 10.54 19.60 4.63 12.24 17.155.00 8.53 1.71 1.42 1.14 0.95 0.85 0.71 8.53 17.64 3.48 9.40 15.215.50 7.05 1.28 1.07 0.85 0.71 0.64 0.53 7.05 16.04 2.69 7.33 12.806.00 5.93 0.99 0.82 0.66 0.55 0.49 0.41 5.93 14.70 2.13 5.81 10.70

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.00 13.78 3.45 2.87 2.30 1.91 1.72 1.44 32.00 22.05 15.25 19.30 19.304.50 12.25 2.72 2.27 1.82 1.51 1.36 1.13 25.28 19.60 11.09 17.15 17.155.00 11.03 2.21 1.84 1.47 1.23 1.10 0.92 20.48 17.64 8.32 15.44 15.445.50 10.02 1.82 1.52 1.22 1.01 0.91 0.76 16.93 16.04 6.42 12.83 14.036.00 9.19 1.53 1.28 1.02 0.85 0.77 0.64 14.22 14.70 5.07 10.17 12.866.50 8.48 1.30 1.09 0.87 0.72 0.65 0.54 12.12 13.57 4.09 8.19 11.877.00 7.88 1.13 0.94 0.75 0.63 0.56 0.47 10.45 12.60 3.35 6.70 11.037.50 7.35 0.98 0.82 0.65 0.54 0.49 0.41 9.10 11.76 2.79 5.55 10.298.00 6.61 0.83 0.69 0.55 0.46 0.41 0.34 8.00 10.58 2.36 4.66 9.28

Purlins Section - 165 x 73 x 2.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.00 14.73 3.68 3.07 2.45 2.05 1.84 1.53 14.73 25.50 7.11 17.69 22.314.50 11.64 2.59 2.15 1.72 1.44 1.29 1.08 11.64 22.67 5.18 13.50 19.805.00 9.43 1.89 1.57 1.26 1.05 0.94 0.79 9.43 20.40 3.91 10.39 16.765.50 7.79 1.42 1.18 0.94 0.79 0.71 0.59 7.79 18.55 3.03 8.11 14.106.00 6.55 1.09 0.91 0.73 0.61 0.55 0.45 6.55 17.00 2.41 6.44 11.796.50 5.58 0.86 0.71 0.57 0.48 0.43 0.36 5.58 15.69 1.96 5.20 9.84

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.00 15.91 3.98 3.32 2.65 2.21 1.99 1.66 35.34 25.46 16.91 22.31 22.314.50 14.14 3.14 2.62 2.10 1.75 1.57 1.31 27.93 22.63 12.33 19.83 19.835.00 12.73 2.55 2.12 1.70 1.41 1.27 1.06 22.62 20.37 9.29 17.85 17.855.50 11.57 2.10 1.75 1.40 1.17 1.05 0.88 18.69 18.52 7.19 14.20 16.236.00 10.61 1.77 1.47 1.18 0.98 0.88 0.74 15.71 16.97 5.70 11.27 14.886.50 9.79 1.51 1.26 1.00 0.84 0.75 0.63 13.38 15.67 4.61 9.10 13.737.00 8.96 1.28 1.07 0.85 0.71 0.64 0.53 11.54 14.33 3.79 7.45 12.757.50 8.10 1.08 0.90 0.72 0.60 0.54 0.45 10.05 12.96 3.17 6.19 11.908.00 7.28 0.91 0.76 0.61 0.51 0.46 0.38 8.84 11.65 2.68 5.20 10.26

Page 23: STEEL ROOFING PRODUCTS

23

Purlins Section - 165 x 73 x 2.2 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.00 16.10 4.02 3.35 2.68 2.24 2.01 1.68 16.10 28.77 7.85 19.30 25.174.50 12.72 2.83 2.36 1.88 1.57 1.41 1.18 12.72 25.57 5.74 14.74 21.605.00 10.30 2.06 1.72 1.37 1.14 1.03 0.86 10.30 23.02 4.35 11.36 18.285.50 8.51 1.55 1.29 1.03 0.86 0.77 0.64 8.51 20.92 3.39 8.89 15.386.00 7.15 1.19 0.99 0.79 0.66 0.60 0.50 7.15 19.18 2.71 7.08 12.866.50 6.10 0.94 0.78 0.63 0.52 0.47 0.39 6.10 17.70 2.21 5.72 10.75

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 15.46 3.44 2.86 2.29 1.91 1.72 1.43 30.52 24.73 13.59 22.38 22.385.00 13.91 2.78 2.32 1.86 1.55 1.39 1.16 24.72 22.26 10.26 19.89 20.145.50 12.65 2.30 1.92 1.53 1.28 1.15 0.96 20.43 20.24 7.97 15.56 18.316.00 11.59 1.93 1.61 1.29 1.07 0.97 0.81 17.17 18.55 6.34 12.38 16.786.50 10.70 1.65 1.37 1.10 0.91 0.82 0.69 14.63 17.12 5.14 10.01 15.497.00 9.77 1.40 1.16 0.93 0.78 0.70 0.58 12.61 15.63 4.24 8.22 14.387.50 8.83 1.18 0.98 0.78 0.65 0.59 0.49 10.99 14.13 3.56 6.84 13.268.00 7.94 0.99 0.83 0.66 0.55 0.50 0.41 9.66 12.70 3.02 5.77 11.248.50 7.08 0.83 0.69 0.56 0.46 0.42 0.35 8.55 11.33 2.59 4.91 9.59

Page 24: STEEL ROOFING PRODUCTS

24

ULTIMATE LOAD CAPACITIES – P200

Purlins Section - 200x 73 x 1.5 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 11.47 2.55 2.12 1.70 1.42 1.27 1.06 14.01 18.35 4.61 12.71 16.065.00 10.32 2.06 1.72 1.38 1.15 1.03 0.86 11.35 16.51 3.43 9.69 14.455.50 9.38 1.70 1.42 1.14 0.95 0.85 0.71 9.38 15.01 2.63 7.50 13.146.00 7.88 1.31 1.09 0.88 0.73 0.66 0.55 7.88 13.76 2.06 5.91 11.236.50 6.71 1.03 0.86 0.69 0.57 0.52 0.43 6.71 12.70 1.65 4.74 9.307.00 5.79 0.83 0.69 0.55 0.46 0.41 0.34 5.79 11.80 1.35 3.85 7.73

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.00 12.90 3.23 2.69 2.15 1.79 1.61 1.34 42.55 20.64 15.52 18.06 18.064.50 11.47 2.55 2.12 1.70 1.42 1.27 1.06 33.62 18.35 11.20 16.06 16.065.00 10.32 2.06 1.72 1.38 1.15 1.03 0.86 27.23 16.51 8.34 14.45 14.455.50 9.38 1.71 1.42 1.14 0.95 0.85 0.71 22.51 15.01 6.38 13.13 13.146.00 8.60 1.43 1.19 0.96 0.80 0.72 0.60 18.91 13.76 5.00 10.35 12.046.50 7.94 1.22 1.02 0.81 0.68 0.61 0.51 16.11 12.70 4.00 8.29 11.127.00 7.37 1.05 0.88 0.70 0.59 0.53 0.44 13.89 11.80 3.25 6.74 10.327.50 6.88 0.92 0.76 0.61 0.51 0.46 0.38 12.10 11.01 2.69 5.56 9.638.00 6.45 0.81 0.67 0.54 0.45 0.40 0.34 10.64 10.32 2.25 4.64 9.03

Purlins Section - 200x 73 x 1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 12.73 2.83 2.36 1.89 1.57 1.41 1.18 14.91 20.37 4.92 13.50 17.825.00 11.46 2.29 1.91 1.53 1.27 1.15 0.95 12.08 18.33 3.67 10.29 16.045.50 9.98 1.81 1.51 1.21 1.01 0.91 0.76 9.98 16.66 2.81 7.98 14.406.00 8.39 1.40 1.16 0.93 0.78 0.70 0.58 8.39 15.27 2.21 6.29 11.946.50 7.15 1.10 0.92 0.73 0.61 0.55 0.46 7.15 14.10 1.78 5.04 9.887.00 6.16 0.88 0.73 0.59 0.49 0.44 0.37 6.16 13.09 1.45 4.11 8.21

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.00 14.32 3.58 2.98 2.39 1.99 1.79 1.49 45.29 22.91 16.52 20.05 20.054.50 12.73 2.83 2.36 1.89 1.57 1.41 1.18 35.79 20.37 11.92 17.82 17.825.00 11.46 2.29 1.91 1.53 1.27 1.15 0.95 28.99 18.33 8.89 16.04 16.045.50 10.41 1.89 1.58 1.26 1.05 0.95 0.79 23.96 16.66 6.82 13.96 14.586.00 9.55 1.59 1.33 1.06 0.88 0.80 0.66 20.13 15.27 5.35 11.01 13.366.50 8.81 1.36 1.13 0.90 0.75 0.68 0.56 17.15 14.10 4.28 8.83 12.347.00 8.18 1.17 0.97 0.78 0.65 0.58 0.49 14.79 13.09 3.49 7.18 11.467.50 7.64 1.02 0.85 0.68 0.57 0.51 0.42 12.88 12.22 2.88 5.93 10.698.00 7.16 0.89 0.75 0.60 0.50 0.45 0.37 11.32 11.46 2.42 4.95 10.02

Page 25: STEEL ROOFING PRODUCTS

25

Purlins Section - 200x 73 x 1.8 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 15.22 3.38 2.82 2.25 1.88 1.69 1.41 16.70 24.35 5.54 15.07 21.315.00 13.52 2.70 2.25 1.80 1.50 1.35 1.13 13.52 21.92 4.14 11.50 19.185.50 11.18 2.03 1.69 1.35 1.13 1.02 0.85 11.18 19.92 3.19 8.92 16.076.00 9.39 1.57 1.30 1.04 0.87 0.78 0.65 9.39 18.26 2.52 7.04 13.326.50 8.00 1.23 1.03 0.82 0.68 0.62 0.51 8.00 16.86 2.03 5.66 11.037.00 6.90 0.99 0.82 0.66 0.55 0.49 0.41 6.90 15.65 1.66 4.61 9.16

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 15.22 3.38 2.82 2.25 1.88 1.69 1.41 40.07 24.35 13.38 21.31 21.315.00 13.70 2.74 2.28 1.83 1.52 1.37 1.14 32.46 21.92 10.00 19.18 19.185.50 12.45 2.26 1.89 1.51 1.26 1.13 0.94 26.83 19.92 7.68 15.61 17.436.00 11.41 1.90 1.59 1.27 1.06 0.95 0.79 22.54 18.26 6.04 12.33 15.986.50 10.54 1.62 1.35 1.08 0.90 0.81 0.68 19.21 16.86 4.85 9.90 14.757.00 9.78 1.40 1.16 0.93 0.78 0.70 0.58 16.56 15.65 3.96 8.07 13.707.50 9.13 1.22 1.01 0.81 0.68 0.61 0.51 14.43 14.61 3.29 6.67 12.788.00 8.35 1.04 0.87 0.70 0.58 0.52 0.43 12.68 13.36 2.76 5.58 11.308.50 7.38 0.87 0.72 0.58 0.48 0.43 0.36 11.23 11.81 2.35 4.72 9.60

Purlins Section - 200x 73 x 2.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 14.95 2.99 2.49 1.99 1.66 1.49 1.25 14.95 25.38 4.63 12.68 21.265.50 12.35 2.25 1.87 1.50 1.25 1.12 0.94 12.35 23.07 3.58 9.85 17.706.00 10.38 1.73 1.44 1.15 0.96 0.87 0.72 10.38 21.15 2.83 7.79 14.676.50 8.84 1.36 1.13 0.91 0.76 0.68 0.57 8.84 19.52 2.29 6.26 12.157.00 7.63 1.09 0.91 0.73 0.61 0.54 0.45 7.63 18.13 1.88 5.11 10.107.50 6.64 0.89 0.74 0.59 0.49 0.44 0.37 6.64 16.92 1.57 4.23 8.46

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 17.62 3.92 3.26 2.61 2.18 1.96 1.63 44.29 28.20 14.83 24.67 24.675.00 15.86 3.17 2.64 2.11 1.76 1.59 1.32 35.87 25.38 11.11 22.20 22.215.50 14.42 2.62 2.18 1.75 1.46 1.31 1.09 29.65 23.07 8.56 17.24 20.196.00 13.22 2.20 1.84 1.47 1.22 1.10 0.92 24.91 21.15 6.75 13.63 18.506.50 12.20 1.88 1.56 1.25 1.04 0.94 0.78 21.23 19.52 5.44 10.96 17.087.00 11.33 1.62 1.35 1.08 0.90 0.81 0.67 18.30 18.13 4.45 8.95 15.867.50 10.32 1.38 1.15 0.92 0.76 0.69 0.57 15.94 16.52 3.70 7.41 14.808.00 9.20 1.15 0.96 0.77 0.64 0.57 0.48 14.01 14.71 3.12 6.21 12.488.50 8.12 0.96 0.80 0.64 0.53 0.48 0.40 12.41 13.00 2.66 5.26 10.61

Page 26: STEEL ROOFING PRODUCTS

26

Purlins Section - 200x 73 x 2.2 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 16.35 3.27 2.72 2.18 1.82 1.63 1.36 16.35 28.69 5.13 13.85 23.195.50 13.51 2.46 2.05 1.64 1.36 1.23 1.02 13.51 26.08 3.97 10.78 19.306.00 11.35 1.89 1.58 1.26 1.05 0.95 0.79 11.35 23.91 3.16 8.53 15.996.50 9.67 1.49 1.24 0.99 0.83 0.74 0.62 9.67 22.07 2.56 6.87 13.257.00 8.34 1.19 0.99 0.79 0.66 0.60 0.50 8.34 20.49 2.11 5.62 11.027.50 7.27 0.97 0.81 0.65 0.54 0.48 0.40 7.27 19.12 1.77 4.66 9.23

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 17.93 3.59 2.99 2.39 1.99 1.79 1.49 39.24 28.69 12.24 24.24 25.105.50 16.30 2.96 2.47 1.98 1.65 1.48 1.23 32.43 26.08 9.45 18.86 22.826.00 14.94 2.49 2.08 1.66 1.38 1.25 1.04 27.25 23.91 7.48 14.93 20.926.50 13.79 2.12 1.77 1.41 1.18 1.06 0.88 23.22 22.07 6.04 12.03 19.317.00 12.55 1.79 1.49 1.19 1.00 0.90 0.75 20.02 20.07 4.96 9.84 17.937.50 11.25 1.50 1.25 1.00 0.83 0.75 0.63 17.44 18.01 4.14 8.16 16.168.00 10.02 1.25 1.04 0.83 0.70 0.63 0.52 15.33 16.03 3.50 6.85 13.648.50 8.85 1.04 0.87 0.69 0.58 0.52 0.43 13.58 14.16 2.99 5.81 11.619.00 7.77 0.86 0.72 0.58 0.48 0.43 0.36 12.11 12.44 2.58 4.99 9.96

Purlins Section - 200x 73 x 2.4 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 14.65 2.66 2.22 1.78 1.48 1.33 1.11 14.65 28.97 4.38 11.69 20.866.00 12.31 2.05 1.71 1.37 1.14 1.03 0.85 12.31 26.55 3.49 9.27 17.296.50 10.49 1.61 1.34 1.08 0.90 0.81 0.67 10.49 24.51 2.84 7.48 14.337.00 9.04 1.29 1.08 0.86 0.72 0.65 0.54 9.04 22.76 2.35 6.13 11.937.50 7.88 1.05 0.88 0.70 0.58 0.53 0.44 7.88 21.24 1.98 5.09 10.008.00 6.92 0.87 0.72 0.58 0.48 0.43 0.36 6.92 19.91 1.69 4.28 8.45

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 19.75 3.95 3.29 2.63 2.19 1.98 1.65 42.54 31.60 13.37 26.26 27.885.50 17.96 3.26 2.72 2.18 1.81 1.63 1.36 35.16 28.73 10.36 20.46 25.346.00 16.46 2.74 2.29 1.83 1.52 1.37 1.14 29.54 26.34 8.22 16.23 23.236.50 15.06 2.32 1.93 1.54 1.29 1.16 0.97 25.17 24.10 6.65 13.10 21.457.00 13.57 1.94 1.62 1.29 1.08 0.97 0.81 21.71 21.71 5.48 10.73 19.917.50 12.17 1.62 1.35 1.08 0.90 0.81 0.68 18.91 19.46 4.59 8.91 17.518.00 10.82 1.35 1.13 0.90 0.75 0.68 0.56 16.62 17.32 3.89 7.50 14.798.50 9.56 1.12 0.94 0.75 0.62 0.56 0.47 14.72 15.29 3.33 6.38 12.609.00 8.40 0.93 0.78 0.62 0.52 0.47 0.39 13.13 13.43 2.89 5.48 10.82

Page 27: STEEL ROOFING PRODUCTS

27

ULTIMATE LOAD CAPACITIES – P225

Purlins Section - 225x 73 x1.5 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 11.70 2.34 1.95 1.56 1.30 1.17 0.98 15.06 18.73 3.84 10.97 16.395.50 10.64 1.93 1.61 1.29 1.07 0.97 0.81 12.45 17.02 2.94 8.48 14.906.00 9.75 1.63 1.35 1.08 0.90 0.81 0.68 10.46 15.61 2.30 6.67 12.846.50 8.91 1.37 1.14 0.91 0.76 0.69 0.57 8.91 14.40 1.84 5.34 10.597.00 7.68 1.10 0.91 0.73 0.61 0.55 0.46 7.68 13.38 1.50 4.34 8.777.50 6.69 0.89 0.74 0.60 0.50 0.45 0.37 6.69 12.48 1.24 3.57 7.31

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 13.00 2.89 2.41 1.93 1.61 1.44 1.20 44.63 20.81 12.61 18.21 18.215.00 11.70 2.34 1.95 1.56 1.30 1.17 0.98 36.15 18.73 9.37 16.39 16.395.50 10.64 1.93 1.61 1.29 1.07 0.97 0.81 29.87 17.02 7.16 14.84 14.906.00 9.75 1.63 1.35 1.08 0.90 0.81 0.68 25.10 15.61 5.61 11.67 13.656.50 9.00 1.39 1.15 0.92 0.77 0.69 0.58 21.39 14.40 4.48 9.34 12.607.00 8.36 1.19 1.00 0.80 0.66 0.60 0.50 18.44 13.38 3.63 7.59 11.707.50 7.80 1.04 0.87 0.69 0.58 0.52 0.43 16.07 12.48 3.00 6.25 10.928.00 7.31 0.91 0.76 0.61 0.51 0.46 0.38 14.12 11.70 2.50 5.21 10.248.50 6.88 0.81 0.67 0.54 0.45 0.40 0.34 12.51 11.02 2.12 4.39 9.11

Purlins Section - 225x 73 x1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 13.01 2.60 2.17 1.73 1.45 1.30 1.08 16.04 20.81 4.10 11.66 18.215.50 11.83 2.15 1.79 1.43 1.19 1.08 0.90 13.25 18.92 3.14 9.01 16.556.00 10.84 1.81 1.51 1.20 1.00 0.90 0.75 11.14 17.35 2.47 7.09 13.646.50 9.49 1.46 1.22 0.97 0.81 0.73 0.61 9.49 16.01 1.97 5.68 11.257.00 8.18 1.17 0.97 0.78 0.65 0.58 0.49 8.18 14.87 1.61 4.62 9.327.50 7.13 0.95 0.79 0.63 0.53 0.48 0.40 7.13 13.88 1.33 3.80 7.77

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 14.45 3.21 2.68 2.14 1.78 1.61 1.34 47.51 23.13 13.42 20.24 20.245.00 13.01 2.60 2.17 1.73 1.45 1.30 1.08 38.49 20.81 9.99 18.21 18.215.50 11.83 2.15 1.79 1.43 1.19 1.08 0.90 31.81 18.92 7.64 15.77 16.566.00 10.84 1.81 1.51 1.20 1.00 0.90 0.75 26.73 17.35 5.98 12.42 15.186.50 10.01 1.54 1.28 1.03 0.86 0.77 0.64 22.77 16.01 4.78 9.94 14.017.00 9.29 1.33 1.11 0.88 0.74 0.66 0.55 19.64 14.87 3.89 8.08 13.017.50 8.67 1.16 0.96 0.77 0.64 0.58 0.48 17.11 13.88 3.21 6.66 12.148.00 8.13 1.02 0.85 0.68 0.56 0.51 0.42 15.03 13.01 2.69 5.55 11.388.50 7.58 0.89 0.74 0.59 0.50 0.45 0.37 13.32 12.12 2.27 4.68 9.69

Page 28: STEEL ROOFING PRODUCTS

28

Purlins Section - 225x 73 x1.8 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 14.17 2.58 2.15 1.72 1.43 1.29 1.07 14.85 22.67 3.55 10.07 18.466.00 12.47 2.08 1.73 1.39 1.16 1.04 0.87 12.47 20.78 2.80 7.93 15.216.50 10.63 1.64 1.36 1.09 0.91 0.82 0.68 10.63 19.18 2.25 6.36 12.547.00 9.17 1.31 1.09 0.87 0.73 0.65 0.55 9.17 17.81 1.84 5.18 10.397.50 7.98 1.06 0.89 0.71 0.59 0.53 0.44 7.98 16.62 1.53 4.27 8.678.00 7.02 0.88 0.73 0.58 0.49 0.44 0.37 7.02 15.58 1.28 3.57 7.30

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 15.58 3.12 2.60 2.08 1.73 1.56 1.30 43.11 24.94 11.21 21.82 21.825.50 14.17 2.58 2.15 1.72 1.43 1.29 1.07 35.63 22.67 8.59 17.62 19.846.00 12.99 2.16 1.80 1.44 1.20 1.08 0.90 29.94 20.78 6.75 13.88 18.186.50 11.99 1.84 1.54 1.23 1.02 0.92 0.77 25.51 19.18 5.41 11.13 16.787.00 11.13 1.59 1.33 1.06 0.88 0.80 0.66 22.00 17.81 4.41 9.06 15.587.50 10.39 1.39 1.15 0.92 0.77 0.69 0.58 19.16 16.62 3.65 7.47 14.558.00 9.61 1.20 1.00 0.80 0.67 0.60 0.50 16.84 15.38 3.06 6.24 12.778.50 8.45 0.99 0.83 0.66 0.55 0.50 0.41 14.92 13.51 2.60 5.27 10.839.00 7.39 0.82 0.68 0.55 0.46 0.41 0.34 13.31 11.82 2.23 4.50 9.26

Purlins Section - 225x 73 x2.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 16.41 2.98 2.49 1.99 1.66 1.49 1.24 16.41 26.29 3.97 11.11 20.336.00 13.79 2.30 1.92 1.53 1.28 1.15 0.96 13.79 24.10 3.14 8.76 16.746.50 11.75 1.81 1.51 1.21 1.00 0.90 0.75 11.75 22.24 2.53 7.03 13.817.00 10.13 1.45 1.21 0.97 0.80 0.72 0.60 10.13 20.66 2.07 5.73 11.457.50 8.83 1.18 0.98 0.78 0.65 0.59 0.49 8.83 19.28 1.73 4.74 9.568.00 7.76 0.97 0.81 0.65 0.54 0.48 0.40 7.76 18.07 1.46 3.96 8.05

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 18.07 3.61 3.01 2.41 2.01 1.81 1.51 47.67 28.92 12.43 25.09 25.305.50 16.43 2.99 2.49 1.99 1.66 1.49 1.24 39.40 26.29 9.56 19.44 23.006.00 15.06 2.51 2.09 1.67 1.39 1.26 1.05 33.10 24.10 7.52 15.34 21.096.50 13.90 2.14 1.78 1.43 1.19 1.07 0.89 28.21 22.24 6.04 12.31 19.467.00 12.91 1.84 1.54 1.23 1.02 0.92 0.77 24.32 20.66 4.94 10.03 18.077.50 11.95 1.59 1.33 1.06 0.89 0.80 0.66 21.19 19.13 4.10 8.29 16.738.00 10.58 1.32 1.10 0.88 0.73 0.66 0.55 18.62 16.93 3.44 6.94 14.088.50 9.29 1.09 0.91 0.73 0.61 0.55 0.46 16.49 14.87 2.93 5.87 11.959.00 8.12 0.90 0.75 0.60 0.50 0.45 0.38 14.71 13.00 2.52 5.01 10.22

Page 29: STEEL ROOFING PRODUCTS

29

Purlins Section - 225x 73 x2.2 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 15.09 2.52 2.10 1.68 1.40 1.26 1.05 15.09 27.29 3.48 9.59 18.256.50 12.86 1.98 1.65 1.32 1.10 0.99 0.82 12.86 25.19 2.82 7.70 15.057.00 11.09 1.58 1.32 1.06 0.88 0.79 0.66 11.09 23.39 2.32 6.29 12.487.50 9.66 1.29 1.07 0.86 0.72 0.64 0.54 9.66 21.83 1.94 5.21 10.438.00 8.49 1.06 0.88 0.71 0.59 0.53 0.44 8.49 20.47 1.64 4.36 8.798.50 7.52 0.88 0.74 0.59 0.49 0.44 0.37 7.52 19.26 1.41 3.70 7.46

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 18.61 3.38 2.82 2.26 1.88 1.69 1.41 43.10 29.77 10.53 21.24 26.056.00 17.06 2.84 2.37 1.90 1.58 1.42 1.18 36.22 27.29 8.31 16.78 23.886.50 15.74 2.42 2.02 1.61 1.35 1.21 1.01 30.86 25.19 6.69 13.48 22.047.00 14.61 2.09 1.74 1.39 1.16 1.04 0.87 26.61 23.37 5.48 11.01 20.477.50 13.03 1.74 1.45 1.16 0.97 0.87 0.72 23.18 20.85 4.56 9.11 18.258.00 11.52 1.44 1.20 0.96 0.80 0.72 0.60 20.37 18.44 3.84 7.63 15.388.50 10.12 1.19 0.99 0.79 0.66 0.60 0.50 18.05 16.19 3.28 6.47 13.069.00 8.85 0.98 0.82 0.66 0.55 0.49 0.41 16.10 14.15 2.83 5.54 11.189.50 7.73 0.81 0.68 0.54 0.45 0.41 0.34 14.45 12.36 2.46 4.78 9.65

Purlins Section - 225x 73 x2.4 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 16.37 2.73 2.27 1.82 1.52 1.36 1.14 16.37 30.37 3.84 10.40 19.726.50 13.95 2.15 1.79 1.43 1.19 1.07 0.89 13.95 28.03 3.12 8.37 16.277.00 12.03 1.72 1.43 1.15 0.95 0.86 0.72 12.03 26.03 2.57 6.85 13.507.50 10.48 1.40 1.16 0.93 0.78 0.70 0.58 10.48 24.30 2.16 5.68 11.298.00 9.21 1.15 0.96 0.77 0.64 0.58 0.48 9.21 22.78 1.83 4.76 9.528.50 8.16 0.96 0.80 0.64 0.53 0.48 0.40 8.16 21.44 1.57 4.04 8.09

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 20.71 3.76 3.14 2.51 2.09 1.88 1.57 46.76 33.13 11.51 23.01 28.996.00 18.98 3.16 2.64 2.11 1.76 1.58 1.32 39.29 30.37 9.10 18.21 26.576.50 17.52 2.70 2.25 1.80 1.50 1.35 1.12 33.48 28.03 7.35 14.65 24.537.00 15.80 2.26 1.88 1.50 1.25 1.13 0.94 28.87 25.28 6.04 11.98 22.787.50 14.08 1.88 1.56 1.25 1.04 0.94 0.78 25.14 22.53 5.04 9.93 19.768.00 12.45 1.56 1.30 1.04 0.86 0.78 0.65 22.10 19.92 4.26 8.34 16.668.50 10.92 1.29 1.07 0.86 0.71 0.64 0.54 19.58 17.48 3.64 7.08 14.169.00 9.55 1.06 0.88 0.71 0.59 0.53 0.44 17.46 15.28 3.15 6.07 12.149.50 8.34 0.88 0.73 0.59 0.49 0.44 0.37 15.67 13.35 2.74 5.25 10.48

Page 30: STEEL ROOFING PRODUCTS

30

ULTIMATE LOAD CAPACITIES – P250

Purlins Section - 250x 73 x1.5 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 11.85 2.15 1.79 1.44 1.20 1.08 0.90 16.06 18.95 3.25 9.46 16.586.00 10.86 1.81 1.51 1.21 1.01 0.90 0.75 13.49 17.37 2.55 7.43 14.466.50 10.02 1.54 1.29 1.03 0.86 0.77 0.64 11.50 16.04 2.03 5.94 11.887.00 9.31 1.33 1.11 0.89 0.74 0.66 0.55 9.91 14.89 1.65 4.82 9.827.50 8.64 1.15 0.96 0.77 0.64 0.58 0.48 8.64 13.90 1.36 3.97 8.178.00 7.59 0.95 0.79 0.63 0.53 0.47 0.40 7.59 13.03 1.14 3.30 6.86

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 24.50 14.48 3.22 2.68 2.14 1.79 1.61 1.34 57.57 23.17 14.03 20.27 20.275.00 13.03 2.61 2.17 1.74 1.45 1.30 1.09 46.63 20.85 10.42 18.24 18.245.50 11.85 2.15 1.79 1.44 1.20 1.08 0.90 38.54 18.95 7.95 16.56 16.586.00 10.86 1.81 1.51 1.21 1.01 0.90 0.75 32.38 17.37 6.21 13.01 15.206.50 10.02 1.54 1.29 1.03 0.86 0.77 0.64 27.59 16.04 4.95 10.40 14.037.00 9.31 1.33 1.11 0.89 0.74 0.66 0.55 23.79 14.89 4.02 8.44 13.037.50 8.69 1.16 0.97 0.77 0.64 0.58 0.48 20.73 13.90 3.31 6.94 12.168.00 8.14 1.02 0.85 0.68 0.57 0.51 0.42 18.22 13.03 2.76 5.78 11.408.50 7.67 0.90 0.75 0.60 0.50 0.45 0.38 16.14 12.26 2.33 4.87 10.16

Purlins Section - 250x 73 x1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 12.09 2.02 1.68 1.34 1.12 1.01 0.84 14.37 19.35 2.72 7.90 15.356.50 11.16 1.72 1.43 1.14 0.95 0.86 0.72 12.24 17.86 2.18 6.32 12.627.00 10.36 1.48 1.23 0.99 0.82 0.74 0.62 10.56 16.58 1.77 5.13 10.437.50 9.20 1.23 1.02 0.82 0.68 0.61 0.51 9.20 15.48 1.46 4.22 8.688.00 8.08 1.01 0.84 0.67 0.56 0.51 0.42 8.08 14.51 1.23 3.52 7.298.50 7.16 0.84 0.70 0.56 0.47 0.42 0.35 7.16 13.66 1.04 2.97 6.17

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 14.51 2.90 2.42 1.93 1.61 1.45 1.21 49.66 23.22 11.09 20.32 20.325.50 13.19 2.40 2.00 1.60 1.33 1.20 1.00 41.04 21.11 8.47 17.59 18.476.00 12.09 2.02 1.68 1.34 1.12 1.01 0.84 34.48 19.35 6.63 13.83 16.936.50 11.16 1.72 1.43 1.14 0.95 0.86 0.72 29.38 17.86 5.29 11.06 15.637.00 10.36 1.48 1.23 0.99 0.82 0.74 0.62 25.34 16.58 4.29 8.98 14.517.50 9.67 1.29 1.07 0.86 0.72 0.64 0.54 22.07 15.48 3.54 7.39 13.548.00 9.07 1.13 0.94 0.76 0.63 0.57 0.47 19.40 14.51 2.96 6.16 12.708.50 8.54 1.00 0.84 0.67 0.56 0.50 0.42 17.18 13.66 2.50 5.19 10.809.00 7.44 0.83 0.69 0.55 0.46 0.41 0.34 15.33 11.90 2.13 4.42 9.22

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31

Purlins Section - 250x 73 x1.8 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 14.52 2.42 2.02 1.61 1.34 1.21 1.01 16.10 23.24 3.08 8.83 17.126.50 13.41 2.06 1.72 1.37 1.15 1.03 0.86 13.72 21.45 2.47 7.07 14.077.00 11.83 1.69 1.41 1.13 0.94 0.84 0.70 11.83 19.92 2.01 5.74 11.637.50 10.30 1.37 1.14 0.92 0.76 0.69 0.57 10.30 18.59 1.67 4.73 9.698.00 9.06 1.13 0.94 0.75 0.63 0.57 0.47 9.06 17.43 1.40 3.95 8.148.50 8.02 0.94 0.79 0.63 0.52 0.47 0.39 8.02 16.40 1.19 3.33 6.89

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 17.43 3.49 2.90 2.32 1.94 1.74 1.45 55.64 27.88 12.43 24.40 24.405.50 15.84 2.88 2.40 1.92 1.60 1.44 1.20 45.99 25.35 9.51 19.64 22.186.00 14.52 2.42 2.02 1.61 1.34 1.21 1.01 38.64 23.24 7.46 15.45 20.336.50 13.41 2.06 1.72 1.37 1.15 1.03 0.86 32.93 21.45 5.96 12.37 18.777.00 12.45 1.78 1.48 1.19 0.99 0.89 0.74 28.39 19.92 4.85 10.05 17.437.50 11.62 1.55 1.29 1.03 0.86 0.77 0.65 24.73 18.59 4.01 8.29 16.278.00 10.88 1.36 1.13 0.91 0.76 0.68 0.57 21.74 17.41 3.36 6.91 14.248.50 9.51 1.12 0.93 0.75 0.62 0.56 0.47 19.25 15.22 2.84 5.83 12.069.00 8.29 0.92 0.77 0.61 0.51 0.46 0.38 17.17 13.26 2.44 4.97 10.30

Purlins Section - 250x 73 x2.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.50 15.17 2.33 1.95 1.56 1.30 1.17 0.97 15.17 24.93 2.77 7.81 15.487.00 13.08 1.87 1.56 1.25 1.04 0.93 0.78 13.08 23.15 2.27 6.35 12.807.50 11.40 1.52 1.27 1.01 0.84 0.76 0.63 11.40 21.60 1.88 5.24 10.678.00 10.02 1.25 1.04 0.83 0.70 0.63 0.52 10.02 20.25 1.59 4.38 8.978.50 8.87 1.04 0.87 0.70 0.58 0.52 0.43 8.87 19.06 1.35 3.70 7.609.00 7.91 0.88 0.73 0.59 0.49 0.44 0.37 7.91 18.00 1.17 3.16 6.50

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 18.41 3.35 2.79 2.23 1.86 1.67 1.39 50.86 29.46 10.56 21.65 25.786.00 16.88 2.81 2.34 1.88 1.56 1.41 1.17 42.74 27.00 8.29 17.05 23.636.50 15.58 2.40 2.00 1.60 1.33 1.20 1.00 36.42 24.93 6.65 13.66 21.817.00 14.47 2.07 1.72 1.38 1.15 1.03 0.86 31.40 23.15 5.42 11.12 20.257.50 13.50 1.80 1.50 1.20 1.00 0.90 0.75 27.35 21.60 4.49 9.18 18.678.00 11.97 1.50 1.25 1.00 0.83 0.75 0.62 24.04 19.16 3.77 7.67 15.698.50 10.46 1.23 1.03 0.82 0.68 0.62 0.51 21.30 16.74 3.20 6.48 13.309.00 9.11 1.01 0.84 0.68 0.56 0.51 0.42 19.00 14.58 2.75 5.53 11.379.50 7.94 0.84 0.70 0.56 0.46 0.42 0.35 17.05 12.70 2.38 4.76 9.79

Page 32: STEEL ROOFING PRODUCTS

32

Purlins Section - 250x 73 x2.2 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.50 16.61 2.56 2.13 1.70 1.42 1.28 1.06 16.61 28.29 3.08 8.54 16.877.00 14.32 2.05 1.70 1.36 1.14 1.02 0.85 14.32 26.27 2.53 6.96 13.957.50 12.47 1.66 1.39 1.11 0.92 0.83 0.69 12.47 24.52 2.11 5.75 11.638.00 10.96 1.37 1.14 0.91 0.76 0.69 0.57 10.96 22.98 1.78 4.81 9.788.50 9.71 1.14 0.95 0.76 0.63 0.57 0.48 9.71 21.63 1.52 4.07 8.309.00 8.66 0.96 0.80 0.64 0.53 0.48 0.40 8.66 20.43 1.31 3.48 7.10

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 20.90 3.80 3.17 2.53 2.11 1.90 1.58 55.67 33.43 11.61 23.63 29.256.00 19.15 3.19 2.66 2.13 1.77 1.60 1.33 46.78 30.65 9.14 18.63 26.826.50 17.68 2.72 2.27 1.81 1.51 1.36 1.13 39.86 28.29 7.34 14.95 24.757.00 16.42 2.35 1.95 1.56 1.30 1.17 0.98 34.37 26.27 6.01 12.18 22.987.50 14.83 1.98 1.65 1.32 1.10 0.99 0.82 29.94 23.73 4.99 10.07 20.368.00 13.04 1.63 1.36 1.09 0.91 0.81 0.68 26.31 20.86 4.19 8.43 17.128.50 11.39 1.34 1.12 0.89 0.74 0.67 0.56 23.31 18.22 3.57 7.13 14.529.00 9.92 1.10 0.92 0.73 0.61 0.55 0.46 20.79 15.87 3.07 6.09 12.429.50 8.64 0.91 0.76 0.61 0.51 0.45 0.38 18.66 13.83 2.67 5.26 10.71

Purlins Section - 250x 73 x2.4 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 27.00 15.54 2.22 1.85 1.48 1.23 1.11 0.92 15.54 29.30 2.80 7.57 15.087.50 13.54 1.80 1.50 1.20 1.00 0.90 0.75 13.54 27.35 2.34 6.26 12.588.00 11.90 1.49 1.24 0.99 0.83 0.74 0.62 11.90 25.64 1.98 5.25 10.598.50 10.54 1.24 1.03 0.83 0.69 0.62 0.52 10.54 24.13 1.70 4.45 8.999.00 9.40 1.04 0.87 0.70 0.58 0.52 0.44 9.40 22.79 1.47 3.81 7.699.50 8.44 0.89 0.74 0.59 0.49 0.44 0.37 8.44 21.59 1.29 3.29 6.64

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 21.37 3.56 2.97 2.37 1.98 1.78 1.48 50.76 34.19 10.00 20.20 29.916.50 19.72 3.03 2.53 2.02 1.69 1.52 1.26 43.25 31.56 8.05 16.23 27.617.00 18.08 2.58 2.15 1.72 1.44 1.29 1.08 37.29 28.93 6.60 13.24 25.647.50 16.02 2.14 1.78 1.42 1.19 1.07 0.89 32.49 25.64 5.49 10.96 22.028.00 14.08 1.76 1.47 1.17 0.98 0.88 0.73 28.55 22.53 4.63 9.19 18.538.50 12.29 1.45 1.21 0.96 0.80 0.72 0.60 25.29 19.67 3.95 7.79 15.739.00 10.70 1.19 0.99 0.79 0.66 0.59 0.50 22.56 17.13 3.41 6.67 13.469.50 9.33 0.98 0.82 0.65 0.55 0.49 0.41 20.25 14.92 2.97 5.76 11.6110.00 8.15 0.82 0.68 0.54 0.45 0.41 0.34 18.27 13.04 2.60 5.02 10.09

Page 33: STEEL ROOFING PRODUCTS

33

Purlins Section - 250x 73 x3.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 27.50 16.63 2.22 1.85 1.48 1.23 1.11 0.92 16.63 35.49 3.09 7.81 15.348.00 14.62 1.83 1.52 1.22 1.01 0.91 0.76 14.62 33.27 2.64 6.58 12.948.50 12.95 1.52 1.27 1.02 0.85 0.76 0.63 12.95 31.31 2.28 5.60 11.029.00 11.55 1.28 1.07 0.86 0.71 0.64 0.53 11.55 29.57 1.99 4.82 9.469.50 10.36 1.09 0.91 0.73 0.61 0.55 0.45 10.36 28.02 1.75 4.19 8.1810.00 9.35 0.94 0.78 0.62 0.52 0.47 0.39 9.35 26.61 1.55 3.66 7.13

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.50 24.68 3.80 3.16 2.53 2.11 1.90 1.58 53.13 39.49 10.27 20.04 35.837.00 21.99 3.14 2.62 2.09 1.74 1.57 1.31 45.81 35.18 8.48 16.43 32.117.50 19.44 2.59 2.16 1.73 1.44 1.30 1.08 39.91 31.10 7.11 13.67 26.858.00 17.05 2.13 1.78 1.42 1.18 1.07 0.89 35.08 27.27 6.04 11.51 22.658.50 14.87 1.75 1.46 1.17 0.97 0.87 0.73 31.07 23.79 5.19 9.81 19.289.00 12.95 1.44 1.20 0.96 0.80 0.72 0.60 27.71 20.72 4.51 8.44 16.559.50 11.29 1.19 0.99 0.79 0.66 0.59 0.50 24.87 18.07 3.95 7.33 14.3210.00 9.88 0.99 0.82 0.66 0.55 0.49 0.41 22.45 15.81 3.49 6.41 12.4810.50 8.68 0.83 0.69 0.55 0.46 0.41 0.34 20.36 13.88 3.10 5.66 10.96

Page 34: STEEL ROOFING PRODUCTS

34

ULTIMATE LOAD CAPACITIES – P300

Purlins Section - 300x 73 x1.5 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.50 11.85 1.82 1.52 1.22 1.01 0.91 0.76 17.92 18.96 2.42 7.16 14.507.00 11.00 1.57 1.31 1.05 0.87 0.79 0.65 15.45 17.60 1.96 5.80 11.947.50 10.27 1.37 1.14 0.91 0.76 0.68 0.57 13.46 16.43 1.61 4.77 9.918.00 9.63 1.20 1.00 0.80 0.67 0.60 0.50 11.83 15.40 1.35 3.97 8.308.50 9.06 1.07 0.89 0.71 0.59 0.53 0.44 10.48 14.50 1.14 3.34 7.029.00 8.56 0.95 0.79 0.63 0.53 0.48 0.40 9.35 13.69 0.97 2.83 5.98

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.00 15.40 3.08 2.57 2.05 1.71 1.54 1.28 72.69 24.64 12.51 21.56 21.565.50 14.00 2.55 2.12 1.70 1.41 1.27 1.06 60.07 22.40 9.54 19.60 19.606.00 12.83 2.14 1.78 1.43 1.19 1.07 0.89 50.48 20.53 7.44 15.70 17.976.50 11.85 1.82 1.52 1.22 1.01 0.91 0.76 43.01 18.96 5.92 12.53 16.597.00 11.00 1.57 1.31 1.05 0.87 0.79 0.65 37.08 17.60 4.79 10.15 15.407.50 10.27 1.37 1.14 0.91 0.76 0.68 0.57 32.30 16.43 3.94 8.34 14.378.00 9.63 1.20 1.00 0.80 0.67 0.60 0.50 28.39 15.40 3.28 6.94 13.488.50 9.06 1.07 0.89 0.71 0.59 0.53 0.44 25.15 14.50 2.76 5.84 12.289.00 8.55 0.95 0.79 0.63 0.53 0.47 0.40 22.43 13.68 2.35 4.96 10.47

Purlins Section - 300x 73 x1.6 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 27.00 12.32 1.76 1.47 1.17 0.98 0.88 0.73 16.46 19.71 2.10 6.17 12.677.50 11.50 1.53 1.28 1.02 0.85 0.77 0.64 14.34 18.39 1.73 5.07 10.528.00 10.78 1.35 1.12 0.90 0.75 0.67 0.56 12.60 17.24 1.44 4.22 8.828.50 10.14 1.19 0.99 0.80 0.66 0.60 0.50 11.16 16.23 1.22 3.55 7.459.00 9.58 1.06 0.89 0.71 0.59 0.53 0.44 9.96 15.33 1.04 3.02 6.359.50 8.94 0.94 0.78 0.63 0.52 0.47 0.39 8.94 14.52 0.90 2.59 5.46

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 15.68 2.85 2.38 1.90 1.58 1.43 1.19 63.99 25.08 10.15 21.26 21.956.00 14.37 2.40 2.00 1.60 1.33 1.20 1.00 53.77 22.99 7.92 16.68 20.126.50 13.26 2.04 1.70 1.36 1.13 1.02 0.85 45.81 21.22 6.31 13.31 18.577.00 12.32 1.76 1.47 1.17 0.98 0.88 0.73 39.50 19.71 5.11 10.79 17.247.50 11.50 1.53 1.28 1.02 0.85 0.77 0.64 34.41 18.39 4.21 8.87 16.098.00 10.78 1.35 1.12 0.90 0.75 0.67 0.56 30.24 17.24 3.51 7.39 15.098.50 10.14 1.19 0.99 0.80 0.66 0.60 0.50 26.79 16.23 2.96 6.22 13.049.00 9.07 1.01 0.84 0.67 0.56 0.50 0.42 23.90 14.51 2.52 5.28 11.129.50 7.87 0.83 0.69 0.55 0.46 0.41 0.35 21.45 12.60 2.17 4.53 9.55

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35

Purlins Section - 300x 73 x1.8 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 27.50 13.92 1.86 1.55 1.24 1.03 0.93 0.77 16.08 22.27 1.96 5.67 11.738.00 13.05 1.63 1.36 1.09 0.91 0.82 0.68 14.13 20.88 1.64 4.73 9.838.50 12.28 1.44 1.20 0.96 0.80 0.72 0.60 12.52 19.65 1.39 3.98 8.319.00 11.16 1.24 1.03 0.83 0.69 0.62 0.52 11.16 18.56 1.19 3.39 7.099.50 10.02 1.05 0.88 0.70 0.59 0.53 0.44 10.02 17.58 1.03 2.91 6.0910.00 9.04 0.90 0.75 0.60 0.50 0.45 0.38 9.04 16.70 0.90 2.52 5.27

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 25.50 18.98 3.45 2.88 2.30 1.92 1.73 1.44 71.74 30.37 11.37 23.70 26.576.00 17.40 2.90 2.42 1.93 1.61 1.45 1.21 60.28 27.84 8.89 18.61 24.366.50 16.06 2.47 2.06 1.65 1.37 1.24 1.03 51.37 25.70 7.09 14.87 22.487.00 14.91 2.13 1.78 1.42 1.18 1.07 0.89 44.29 23.86 5.76 12.06 20.887.50 13.92 1.86 1.55 1.24 1.03 0.93 0.77 38.58 22.27 4.75 9.93 19.498.00 13.05 1.63 1.36 1.09 0.91 0.82 0.68 33.91 20.88 3.96 8.27 17.208.50 11.66 1.37 1.14 0.91 0.76 0.69 0.57 30.04 18.65 3.35 6.97 14.559.00 10.10 1.12 0.94 0.75 0.62 0.56 0.47 26.79 16.16 2.86 5.93 12.419.50 8.77 0.92 0.77 0.62 0.51 0.46 0.38 24.05 14.03 2.47 5.09 10.66

Purlins Section - 300x 73 x2.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 27.50 16.28 2.17 1.81 1.45 1.21 1.09 0.90 17.79 26.06 2.20 6.27 12.908.00 15.27 1.91 1.59 1.27 1.06 0.95 0.80 15.64 24.43 1.85 5.23 10.828.50 13.85 1.63 1.36 1.09 0.91 0.81 0.68 13.85 22.99 1.57 4.41 9.169.00 12.35 1.37 1.14 0.92 0.76 0.69 0.57 12.35 21.71 1.35 3.76 7.819.50 11.09 1.17 0.97 0.78 0.65 0.58 0.49 11.09 20.57 1.17 3.23 6.7210.00 10.01 1.00 0.83 0.67 0.56 0.50 0.42 10.01 19.54 1.02 2.80 5.82

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 20.36 3.39 2.83 2.26 1.88 1.70 1.41 66.71 32.57 9.86 20.50 28.506.50 18.79 2.89 2.41 1.93 1.61 1.45 1.20 56.85 30.06 7.88 16.40 26.317.00 17.45 2.49 2.08 1.66 1.38 1.25 1.04 49.01 27.92 6.41 13.32 24.437.50 16.28 2.17 1.81 1.45 1.21 1.09 0.90 42.70 26.06 5.29 10.97 22.588.00 14.78 1.85 1.54 1.23 1.03 0.92 0.77 37.53 23.65 4.43 9.15 18.948.50 12.81 1.51 1.26 1.00 0.84 0.75 0.63 33.24 20.50 3.75 7.72 16.029.00 11.10 1.23 1.03 0.82 0.69 0.62 0.51 29.65 17.76 3.21 6.57 13.679.50 9.63 1.01 0.85 0.68 0.56 0.51 0.42 26.61 15.41 2.77 5.65 11.7510.00 8.39 0.84 0.70 0.56 0.47 0.42 0.35 24.02 13.43 2.42 4.90 10.18

Page 36: STEEL ROOFING PRODUCTS

36

Purlins Section - 300x 73 x2.2 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 28.00 17.12 2.14 1.78 1.43 1.19 1.07 0.89 17.12 27.90 2.06 5.73 11.798.50 15.17 1.78 1.49 1.19 0.99 0.89 0.74 15.17 26.26 1.76 4.84 9.989.00 13.53 1.50 1.25 1.00 0.84 0.75 0.63 13.53 24.80 1.51 4.13 8.529.50 12.14 1.28 1.07 0.85 0.71 0.64 0.53 12.14 23.49 1.31 3.55 7.3310.00 10.96 1.10 0.91 0.73 0.61 0.55 0.46 10.96 22.32 1.15 3.08 6.3610.50 9.94 0.95 0.79 0.63 0.53 0.47 0.39 9.94 21.25 1.02 2.69 5.55

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.00 23.25 3.87 3.23 2.58 2.15 1.94 1.61 73.06 37.19 10.83 22.37 32.556.50 21.46 3.30 2.75 2.20 1.83 1.65 1.38 62.25 34.33 8.67 17.90 30.047.00 19.93 2.85 2.37 1.90 1.58 1.42 1.19 53.68 31.88 7.07 14.56 27.907.50 18.48 2.46 2.05 1.64 1.37 1.23 1.03 46.76 29.57 5.85 12.01 24.608.00 16.09 2.01 1.68 1.34 1.12 1.01 0.84 41.10 25.74 4.91 10.03 20.648.50 13.94 1.64 1.37 1.09 0.91 0.82 0.68 36.40 22.30 4.17 8.47 17.479.00 12.07 1.34 1.12 0.89 0.75 0.67 0.56 32.47 19.32 3.57 7.22 14.919.50 10.48 1.10 0.92 0.74 0.61 0.55 0.46 29.14 16.77 3.09 6.21 12.8310.00 9.13 0.91 0.76 0.61 0.51 0.46 0.38 26.30 14.61 2.70 5.39 11.12

Purlins Section - 300x 73 x2.4 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 28.50 16.47 1.94 1.61 1.29 1.08 0.97 0.81 16.47 29.46 1.95 5.27 10.809.00 14.69 1.63 1.36 1.09 0.91 0.82 0.68 14.69 27.82 1.68 4.50 9.229.50 13.18 1.39 1.16 0.93 0.77 0.69 0.58 13.18 26.36 1.47 3.88 7.9410.00 11.90 1.19 0.99 0.79 0.66 0.59 0.50 11.90 25.04 1.29 3.37 6.8910.50 10.79 1.03 0.86 0.69 0.57 0.51 0.43 10.79 23.85 1.14 2.95 6.0211.00 9.83 0.89 0.74 0.60 0.50 0.45 0.37 9.83 22.76 1.02 2.60 5.29

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.50 24.08 3.70 3.09 2.47 2.06 1.85 1.54 67.59 38.52 9.48 19.40 33.717.00 22.36 3.19 2.66 2.13 1.77 1.60 1.33 58.28 35.77 7.74 15.79 31.307.50 19.96 2.66 2.22 1.77 1.48 1.33 1.11 50.77 31.94 6.42 13.04 26.578.00 17.36 2.17 1.81 1.45 1.21 1.09 0.90 44.62 27.78 5.40 10.90 22.318.50 15.04 1.77 1.47 1.18 0.98 0.88 0.74 39.53 24.06 4.59 9.22 18.899.00 13.02 1.45 1.21 0.96 0.80 0.72 0.60 35.26 20.83 3.95 7.87 16.149.50 11.30 1.19 0.99 0.79 0.66 0.59 0.50 31.64 18.08 3.42 6.78 13.9010.00 9.85 0.98 0.82 0.66 0.55 0.49 0.41 28.56 15.76 2.99 5.90 12.0510.50 8.62 0.82 0.68 0.55 0.46 0.41 0.34 25.90 13.79 2.64 5.16 10.53

Page 37: STEEL ROOFING PRODUCTS

37

Purlins Section - 300x 73 x3.0 C

Single span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 29.00 18.08 2.01 1.67 1.34 1.12 1.00 0.84 18.08 36.60 2.24 5.64 11.279.50 16.22 1.71 1.42 1.14 0.95 0.85 0.71 16.22 34.68 1.97 4.88 9.7310.00 14.64 1.46 1.22 0.98 0.81 0.73 0.61 14.64 32.94 1.74 4.26 8.4610.50 13.28 1.26 1.05 0.84 0.70 0.63 0.53 13.28 31.38 1.55 3.75 7.4111.00 12.10 1.10 0.92 0.73 0.61 0.55 0.46 12.10 29.95 1.39 3.32 6.5311.50 11.07 0.96 0.80 0.64 0.53 0.48 0.40 11.07 28.65 1.25 2.95 5.79

Double span load table

Span Total Working Loads Ultimate U.D.L. in kN / spanWorking Allowable loading in kN/sq m Deflection Gravity Uplift - metal claddingU.D.L. Purlin centres in millimetres Span/180 Load Number of anti sag rods

(m) (kN) 1000 1200 1500 1800 2000 2400 0 1 26.50 31.36 4.82 4.02 3.22 2.68 2.41 2.01 83.17 50.18 11.95 23.80 44.357.00 27.66 3.95 3.29 2.63 2.19 1.98 1.65 71.72 44.25 9.83 19.45 38.757.50 24.17 3.22 2.69 2.15 1.79 1.61 1.34 62.47 38.68 8.21 16.13 32.288.00 20.98 2.62 2.19 1.75 1.46 1.31 1.09 54.91 33.57 6.95 13.54 27.158.50 18.15 2.14 1.78 1.42 1.19 1.07 0.89 48.64 29.05 5.95 11.50 23.049.00 15.72 1.75 1.46 1.16 0.97 0.87 0.73 43.38 25.15 5.14 9.86 19.739.50 13.65 1.44 1.20 0.96 0.80 0.72 0.60 38.94 21.84 4.49 8.54 17.0310.00 11.90 1.19 0.99 0.79 0.66 0.60 0.50 35.14 19.04 3.95 7.45 14.8110.50 10.43 0.99 0.83 0.66 0.55 0.50 0.41 31.87 16.69 3.50 6.55 12.97