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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

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

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

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

6

Cleat Dimensions

Cleat Type 145 - 165

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

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

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

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

11

Strut Dimensions

12

Strut Assemble Exploded

SPECIFICATIONS & DESIGN DETAILS

13

Eaves Connections

Eaves Connections Dimensions

Stanchion Connection

14

Sleeve Connections

15

Sleeve Connections

Typical Sleeve Roof Arrangement Exploded

Typical Sleeve Side Rail Arrangement Exploded

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

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

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

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

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

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

22

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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