Albion Polycoa talbionsections.co.uk/doc/39.pdf2 Welcome to Albion Section’s Polycoat brochure....

The Albion Polycoat is a range of sections with a factory applied polyester finish. The coating, which provides an alternative to powder coating after manufacture, is both more economic and readily available.

Advantages of Polycoat:

• High quality, durable, factory applied thermosetting paint

• Colour RAL 9002, commonly adopted for ceilings

• Adds light, improves the open internal appearance & ambience

• Chemical and corrosion resistance greatly improved when compared to standard Z275 galvanised material

• Good UV resistance

• No additional lead times

• Cost effective solution due to reduced operations, handling and transportation.

• Non-flake coating

Albion Polycoat Zed, Cee Section and Eaves Beam

T E C H N I C A L M A N U A Lwww.albionsect ions.co.uk

raising your expectations

2

Welcome to Albion Section’s Polycoat brochure.

The Polycoat range of zed, cee and eaves beam sections has been developed to provide a competitive alternative to powder coated or painted finishes.

The factory applied polyester finish is available in RAL 9002, a light colour which enhances the open ambiance of internal areas.

The Polycoat provides improved corrosion resistances, when compared to Z275 galvanised coatings, and has a smooth, non peel finish.

Delivery times show a significant improvement when compared to the powder coated route, being available in the same lead time as our non-coated sections, 5-7 working days.

For pricing, and any further information, please contact our sales and technical personnel.

Properties &Dimensions

Load Tables

Polycoat Zed Sections..........................................................................

Polycoat Cee Sections.........................................................................

Polycoat Eaves Beam...........................................................................

Eaves Beam..................................................................................................

Purlin

Sleeved System.................................................................................

Double Span Butt System.........................................................

Heavy End Bay System ............................................................

Single Span Butt System............................................................

Rail

Sleeved System.................................................................................

Double Span Butt System.........................................................

Single Span Butt System............................................................

3

3

3

4

5

6

7

8

9

10

11

Introduction

Contents

Polycoat Zed Sections

Polycoat Eaves Beam

Albion ‘Polycoat’ Zed sections are manufactured by cold roll forming galvanised steel sheet that has a factory applied polyester finish.

The steel grade is S350, with a minimum yield strength of 350 N/mm2. The thickness noted in the table below is the nominal thickness of the steel sub strata.

The performance of Albion Polycoat Sections conforms to the performance laid down in BS 5950 Part 5 in conjunction with full scale testing undertaken at the University of Birmingham.

Polycoat Eaves Beam is available in one size; 200mm deep.

The geometric properties of the Eaves Beam Section are listed below.

SectionRef

PEB20020

Weight(Kg/m)7.07

Depth mm

Flangemm

Thicknessmm

Areacm2

Ixxcm4

Zxxcm3

Iyycm4

Zyycm3

200 100 2.0 9.44 603.09 60.31 110.16 16.97

Rxxcm

7.99

Ryycm

3.42

Ymm

35.10

3

Thicknessmm

Ixxcm4

1.52.01.52.01.52.0

153.62201.90237.54312.66331.99437.47

Weight(Kg/m)

Depth mm

Flangemm

Lipsmm

Areacm2

Zxxcm3

3.564.683.925.164.275.64

145145175175200200

62.562.562.562.56565

202020202020

4.566.045.016.645.467.24

Zxxccm2

Iyycm4

Zyycm3

Rxxcm

Ryycm

PoN/mm2

Q

21.1927.8527.1535.7333.2043.75

19.8327.5525.6735.4131.3243.29

44.1957.3644.1957.3648.9063.52

7.169.337.169.337.619.92

5.805.786.896.867.807.77

3.113.082.972.942.992.96

324.37342.34309.50331.19297.11321.89

0.670.800.610.730.570.68

PZ14615PZ14620PZ17615PZ17620PZ20615PZ20620

SectionRef

Polycoat Cee Sections

Rxxcm

Ryycm

Ymm

Q

0.670.800.610.730.570.68

324.37342.34309.50331.19297.11321.89

PoN/mm2

Thicknessmm

Areacm2

1.52.01.52.01.52.0

4.566.045.016.645.467.24

Section Ref

Weight(Kg/m)

Depth mm

Flangemm

Lipsmm

PC14615PC14620PC17615PC17620PC20615PC20620

3.564.683.925.164.275.64

145145175175200200

62.562.562.562.56565

202020202020

Ixxcm4

153.62201.90237.54312.66331.99437.47

Zxxcm3

Zxxccm2

Iyycm4

Zyycm3

21.1927.8527.1535.7333.2043.75

19.8327.5525.6735.4131.3243.29

26.0133.8427.6535.9631.6141.15

6.238.106.348.266.808.86

5.805.786.896.867.807.77

2.392.372.352.332.412.38

20.7220.7318.9218.9518.5418.58

Albion ‘Polycoat’ Cee sections are manufactured by cold roll forming galvanised steel sheet that has a factory applied polyester finish.

The steel grade is S350, with a minimum yield strength of 350 N/mm2. The thickness noted in the table below is the nominal thickness of the steel sub strata.

The performance of Albion Polycoat Sections conforms to the performance laid down in BS 5950 Part 5 in conjunction with full scale testing undertaken at the University of Birmingham.

4.004.505.005.506.006.006.507.007.508.008.50

11111222222

22.6919.6417.215.2

13.5315.4513.1211.299.818.617.61

21.9318.8716.4314.4312.7615.4513.1211.299.818.617.61

21.1618.1115.6613.6611.9915.4513.1211.299.818.617.61

20.3917.3414.8912.8911.2315.4513.1211.299.818.617.61

19.6316.5714.1312.1310.4615.4513.1211.299.818.617.61

18.115.0412.5910.598.92

15.3613.1211.299.818.617.61

17.3314.2711.829.828.15

15.0513.1211.299.818.617.61

16.5613.511.059.057.38

14.7513.1211.299.818.617.61

15.812.7310.298.286.61

14.4412.9111.299.818.617.61

15.0311.979.527.515.84

14.1312.6111.299.818.617.61

18.8615.8

13.3611.369.69

15.4513.1211.299.818.617.61

Span LateralSupports

8 12 13 14 155 6 7 9 10 11

Polycoat Eaves Beam - Load Tables

The Polycoat Eaves Beam is available in one section size; PEB20020.

Eaves beam load tables are valid when the beams are fixed as shown inour Zed Purlin, Cee Section and Eaves Beam Technical Manual.

Material grade S350, minimum yield strength 350N/mm2.

Maximum vertical loads are indicated for a co-existent horizontal windforce varying from 5kN to 15kN. Vertical deflection limited to span/200.

APPLIED VERTICAL LOADS

H o r i z o n t a l W i n d l o a d s ( k N )

4

NOTES: These load tables apply to eaves beams with top flange level or inclined upwards. When top flange is inclined downwards consult our Technical Department

Sleeved Polycoat Purlin load tables for buildings with two bays or moreare valid when fixed exactly as described in our Zed Purlin, Cee Section, and Eaves Beam Technical Manual.

Working loads have been calculated in accordance with BS5950Part 5 using a load factor of 1.6, a deflection limitation of L/180and with the self weight of the section deducted.


For structural engineers wishing to check individual cases, ultimateloads are shown together with loads at different deflection criteria.

In these cases the self weight of the purlin has not been deducted.

Tables are valid for roof pitches up to 25 degree slope.

Span(m)

1.00 1.375 1.50 1.65 1.80 2.0 2.500 Rows 1 Row 2 Rows

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

2.994.392.353.451.892.782.343.461.562.291.932.851.301.911.612.381.892.841.372.021.602.411.171.731.372.061.011.501.191.790.891.311.041.57

2.183.201.712.511.382.021.702.521.131.661.402.070.951.391.171.731.372.060.991.471.161.750.851.261.001.500.741.090.871.300.640.950.761.14

2.002.931.572.301.261.851.562.311.041.521.281.900.871.271.071.591.261.890.911.351.071.600.781.160.921.380.681.000.791.190.590.870.691.04

1.812.661.422.091.151.691.422.100.941.391.171.730.791.160.981.441.141.720.831.220.971.460.711.050.831.250.610.910.721.080.540.790.630.95

1.662.441.311.921.051.551.301.920.861.271.071.580.721.060.891.321.051.580.761.120.891.340.650.960.761.150.560.840.660.990.490.730.580.87

1.201.760.941.380.761.110.941.390.620.910.771.140.520.760.640.950.761.130.550.810.640.960.470.690.550.830.410.600.480.720.350.520.420.63

PURLIN CENTRES IN METRES ULTIMATE LOADS DEFLECTIONGravity

1.502.201.181.730.951.391.171.730.781.140.961.420.650.960.811.190.941.420.681.010.801.200.590.870.691.030.510.750.600.900.440.650.520.78

UPLIFT (kN)LATERAL RESTRAINTS

14615146201461514620146151462017615176201461514620176151762014615146201761517620206152062017615176202061520620176151762020615206201761517620206152062017615176202061520620

SectionRef

3.564.683.564.683.564.683.925.163.564.683.925.163.564.683.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.64

Weight(Kg/m)

11.9717.5810.5815.539.47

13.9111.7117.328.56

12.5810.5915.677.8011.479.66

14.3011.3317.018.87

13.1310.4115.638.20

12.149.62

14.457.6111.278.93

13.437.09

10.468.33

12.53

Working Load (kN)

Span/180 (kN)

Span/360(kN)

19.3528.3817.1425.1415.3922.5719.0128.0613.9620.4717.2425.4612.7718.7315.7823.3018.4827.6814.5421.4717.0325.5113.4919.9115.8023.6612.5718.5614.7322.0611.7817.3913.7920.66

19.3528.3817.1425.1415.3922.5719.0128.0613.9620.4717.2425.4612.7718.3515.7823.3018.4827.6814.5421.2917.0325.5113.4919.1915.8023.6612.5717.3314.7321.6011.7815.6813.7919.59

16.4022.8913.7219.2111.7316.4816.1222.5410.2114.3913.9619.579.02

12.5912.2717.2415.5022.0010.9215.3813.7419.559.81

13.8512.3117.568.90

12.3811.1315.918.13

10.8610.1414.53

10.9914.448.6311.346.959.13

10.7514.155.727.528.8411.644.796.297.419.75

10.3513.646.298.288.7911.595.417.127.569.964.706.196.578.664.125.435.777.60

17.4223.1613.9018.6710.9815.0514.2419.229.55

13.2411.8017.028.7411.7110.8015.0412.6518.649.95

13.3511.6616.568.8911.8710.8114.757.87

10.589.86

13.166.979.438.7511.75

19.3527.8817.1423.7615.3920.4019.0126.3513.3317.5717.2422.7211.4712.7714.8719.6218.4824.6112.8016.9216.1721.3310.9613.4113.9518.449.32

12.1711.9615.868.0611.0710.1713.76

5

NOTES: 1. When using ultimate loads, load

factors must be applied.

2. Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contact our technical department.

Polycoat Purlin:Load Tables for Sleeved Purlin System

1.00 1.375 1.50 1.65 1.80 2.00 2.500 Rows 1 Row 2 Rows

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

2.002.941.572.311.261.861.572.321.041.531.291.900.871.281.081.591.261.890.911.351.071.610.781.160.921.380.681.000.791.190.590.880.691.04

1.832.691.442.111.161.701.442.120.951.401.181.740.801.170.991.461.161.740.841.240.981.470.721.060.841.260.620.920.731.100.540.800.640.96

1.672.451.311.921.051.551.301.930.871.271.071.590.721.060.901.331.051.580.761.120.891.340.650.960.761.150.560.840.661.000.490.730.580.87

1.532.241.201.760.971.421.201.770.791.170.981.450.660.980.821.220.961.450.701.030.821.230.600.880.701.050.520.770.610.910.450.670.530.80

PURLIN CENTRES IN METRES ULTIMATE LOADS DEFLECTION

A L L O W A B L E L O A D I N G S ( K n / M ² )

2.754.042.163.171.742.562.153.181.432.101.772.621.191.761.482.191.732.601.251.861.472.211.071.591.261.900.931.381.091.640.811.210.951.44

SectionRef

Span(m)

Working Load (kN)

14615146201461514620146151462017615176201461514620176151762014615146201761517620206152062017615176202061520620176151762020615206201761517620206152062017615176202061520620

Weight(Kg /m)3.564.683.564.683.564.683.925.163.564.683.925.163.564.683.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.64

Span/180(kN)

Span/360(kN)

UPLIFT (kN)LATERAL RESTRAINTSGravity

kN11.0016.169.72

14.288.70

12.7810.7615.927.8611.559.73

14.407.16

10.538.87

13.1310.4115.638.15

12.069.56

14.367.5211.148.83

13.276.98

10.348.19

12.326.509.647.6411.49

1.382.021.081.590.871.281.081.590.711.050.881.310.600.880.741.090.871.300.630.930.741.100.540.800.630.950.470.690.550.820.410.600.480.72

1.101.620.861.270.701.020.861.270.570.840.711.050.480.700.590.880.691.040.500.740.590.880.430.640.500.760.370.550.440.660.330.480.380.57

17.8026.1015.7723.1314.1620.7617.4925.8212.8418.8315.8623.4211.7517.2314.5221.4317.0025.4613.3819.7515.6723.4712.4118.3214.5321.7611.5717.0813.5520.2910.8315.9912.6919.00

6

Double span purlin load tables for buildings with two bays ormore are valid when fixed exactly as described in our Zed Purlin, Cee Section and Eaves Beam Technical Manual.

Working loads have been calculated in accordance with BS5950Part 5 using a load factor of 1.6, a deflection limitation ofspan/180 and with the self weight of the section deducted.





NOTES: 1. When using ultimate tables, load

factors must be applied.


3. In order to distribute load within the main frame, purlin joints should be staggered. This is achieved by using a sleeved joint at every alternate purlin row on the penultimate rafter. The purlin joints can be in line if necessary as long as the main frame is checked for extra stresses.

17.8026.1015.7723.1314.1620.7617.4925.8212.8418.8315.8623.4211.7516.8514.5221.4317.0025.4613.3819.5415.6723.4712.4117.6014.5321.7611.5715.8913.5519.8110.8314.3712.6917.96

15.4921.9113.1418.6511.3816.1915.2421.6010.0114.2813.3518.978.93

12.5911.8516.8814.6621.1410.6515.1913.1218.969.65

13.7911.8517.188.82

12.3810.8015.688.11

10.869.91

14.42

10.9914.448.6311.346.959.13

10.7514.155.727.528.8411.644.796.297.419.75

10.3513.646.298.288.7911.595.417.127.569.964.706.196.578.664.125.435.777.60

15.2720.3911.9717.2110.5315.0513.0119.219.55

13.2411.8017.028.7411.7110.8015.0412.6518.649.95

13.3511.6616.568.8911.8710.8114.757.87

10.589.86

13.166.979.438.7511.75

17.8025.4915.7721.6814.1118.5717.4924.0012.1015.9615.6720.6410.3712.7713.4617.7616.9322.3111.5315.2614.6019.279.83

13.4112.5416.598.61

12.1710.6915.108.0611.079.44

13.76

Polycoat Purlin:Load Tables for Double Span Butt System

146151462017615176201461514620176151762014615146201761517620206152062017615176202061520620176151762020615206201761517620206152062017615176202061520620

5.00

5.50

6.00

6.50

7.00

7.50

8.00

3.564.683.925.163.564.683.925.163.564.683.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.64

-13.91

-17.32

-12.58

-15.67

-11.47

-14.30

-17.01

-13.13

-15.63

-12.14

-14.45

-11.27

-13.43

-10.46

-12.53

12.43-

15.37-

11.25-

13.91-

10.26-

12.70-

14.89-

11.67-

13.69-

10.79-

12.66-

10.03-

11.77-

9.36-

10.98-

-22.57

-28.06

-20.47

-25.46

-18.73

-23.30

-27.68

-21.47

-25.51

-19.91

-23.66

-18.56

-22.06

-17.39

-20.66

20.13-

24.86-

18.26-

22.56-

16.71-

20.64-

24.17-

19.02-

22.28-

17.64-

20.66-

16.45-

19.26-

15.40-

18.04-

-15.05

-19.22

-13.24

-17.02

-11.71

-15.04

-18.64

-13.35

-16.56

-11.87

-14.75

-10.58

-13.16

-9.43

-11.75

18.82-

24.32-

15.88-

20.56-

13.95-

17.32-

21.90-

15.88-

18.60-

14.73-

17.25-

13.73-

16.08-

12.86-

15.06-

-20.40

-26.35

-17.57

-22.72

-12.77

-19.62

-24.61

-16.92

-21.33

-13.41

-18.44

-12.17

-15.86

-11.07

-13.76

20.13-

24.86-

18.26-

22.56-

16.39-

20.64-

24.17-

18.60-

22.28-

16.33-

20.53-

14.31-

18.08-

12.86-

15.88-

-22.57

-28.06

-20.47

-25.46

-18.35

-23.30

-27.68

-21.29

-25.51

-19.19

-23.66

-17.33

-21.60

-15.68

-19.59

20.13-

24.86-

18.26-

22.56-

16.71-

20.64-

24.17-

19.02-

22.28-

17.64-

20.66-

16.45-

19.26-

15.40-

18.04-

-16.48

-22.54

-14.39

-19.57

-12.59

-17.24

-22.00

-15.38

-19.55

-13.85

-17.56

-12.38

-15.91

-10.86

-14.53

18.14-

23.56-

16.17-

20.93-

14.58-

18.82-

22.65-

17.08-

20.51-

15.63-

18.73-

14.41-

17.23-

13.36-

15.95-

-9.13

-14.15

-7.52

-11.64

-6.29

-9.75

-13.64

-8.28

-11.59

-7.12

-9.96

-6.19

-8.66

-5.43

-7.60

14.42-

20.94-

11.87-

18.35-

9.94-

15.37-

20.12-

13.05-

18.24-

11.23-

15.69-

9.76-

13.64-

8.56-

11.96-

End Bay Inner BaySpan/1800 Rows 1 Row 2 Rows Span/360

WORKING LOADS (kN)

ULTIMATE LOADS

Gravity

End Bay Inner Bay End Bay Inner Bay End Bay Inner Bay End Bay Inner Bay End Bay Inner Bay End Bay Inner Bay

7

The heavy end bay system of Polycoat purlins offers an economic solution to the larger and multi span type buildings with five bays or more and are valid when fixed exactly as described in our Zed Purlin, Cee Section and Eaves Beam Technical Manual.






NOTES:

1. When using ultimate tables, load factors must be applied.


SectionRef

Weight(Kg / m)

Span(m)

DEFLECTION(kN)UPLIFT (kN)

LATERAL RESTRAINTS

Polycoat Purlin:Load Tables for Heavy End Bay System

4.00

4.50

5.00

5.50

6.00

6.50

7.00

2.253.281.732.281.251.641.762.560.921.221.441.900.700.921.101.451.412.040.851.121.201.590.951.26

1.632.391.261.660.911.191.281.860.670.881.051.380.510.670.801.051.031.480.620.820.871.160.690.91

1.502.191.161.520.831.091.171.710.620.810.961.270.470.610.730.970.941.360.570.750.801.060.640.84

1.361.991.051.380.760.991.061.550.560.740.871.150.430.560.670.880.861.240.520.680.730.960.580.76

1.251.820.961.270.690.910.981.420.510.680.801.060.390.510.610.800.791.130.470.620.660.880.530.70

1.121.640.871.140.620.820.881.280.460.610.720.950.350.460.550.720.711.020.430.560.600.790.480.63

14.5721.3612.9118.9311.5916.9914.3121.1310.5115.4112.9819.179.62

14.1011.8817.5413.9120.8410.9516.1712.8219.2111.8917.81

10.5914.307.74

10.725.748.067.43

10.254.396.265.667.893.465.004.436.255.687.873.545.064.536.333.675.19

14.5720.2712.9117.1511.0714.5814.3118.859.41

12.4212.2016.087.97

10.5710.3713.6913.1017.278.7611.6211.1614.749.44

12.51

14.5721.3612.9118.9311.5916.9914.3121.1310.5115.1512.9819.179.62

13.5011.8817.4313.9120.8410.9515.6112.8219.2111.8917.46

10.1313.327.95

10.456.418.429.91

13.055.276.938.16

10.744.425.806.838.999.54

12.585.807.648.11

10.686.979.19

5.076.663.985.233.204.214.966.522.643.474.085.372.212.903.414.494.776.292.903.824.055.343.494.59

0 Rows 1 Row 2 Rows

ULTIMATE LOADS DEFLECTION1.00 1.375 1.50 1.65 1.80 2.00 2.50

PURLIN CENTRES IN METRES

ALLOWABLE LOADINGS (Kn / M2)

0.901.310.690.910.500.660.701.020.370.490.580.760.280.370.440.580.570.820.340.450.480.640.380.50

Working Load (kN)

146151462014615146201461514620176151762014615146201761517620146151462017615176202061520620176151762020615206202061520620

8.9813.147.80

10.256.248.208.78

12.805.086.687.93

10.464.215.536.608.698.48

12.255.557.317.78

10.336.688.81

SectionRef

3.564.683.564.683.564.683.925.163.564.683.925.163.564.683.925.164.275.643.925.164.275.644.275.64

Weight(Kg / m)

Span(m)

8

Single span Polycoat Purlin load tables may be used where purlins arerequired to span in the depth of the rafters, or where continuity ofthe system cannot be achieved.

The tables are valid when the purlins are fixed exactly as describedin our Technical Manual.






NOTES:

When using ultimate tables, load factors must be applied.

Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contact our technical department.

Span/180(kN)

Span/360(kN)

UPLIFT (kN)LATERAL RESTRAINTSGravity

(kN)

Polycoat Purlin:Load Tables for Single Span Butt System

DEFLECTION

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

3.344.902.633.862.133.122.633.881.752.572.171.472.161.822.682.133.191.552.281.812.711.331.971.562.341.161.711.362.031.021.501.191.780.901.301.051.58

2.673.922.113.091.702.502.103.101.402.061.731.181.731.452.151.702.551.241.831.452.171.071.571.251.870.931.371.091.630.811.200.951.430.721.040.841.26

2.233.271.762.571.422.081.752.591.171.711.440.981.441.211.791.422.131.031.521.211.810.891.311.041.560.771.140.901.350.681.000.791.190.600.870.701.05

2.032.971.602.341.291.891.592.351.061.561.310.891.311.101.631.291.930.941.381.101.640.811.190.951.420.701.040.821.230.620.910.721.080.550.790.640.96

1.862.721.462.141.181.731.462.150.971.431.200.821.201.011.491.181.770.861.271.011.510.741.090.871.300.640.950.751.130.570.830.660.990.500.720.590.88

1.672.451.321.931.061.561.311.940.881.291.080.741.080.911.341.061.590.771.140.911.360.670.980.781.170.580.860.681.020.510.750.600.890.450.650.530.79

1.341.961.051.540.851.251.051.550.701.030.870.590.860.731.070.851.280.620.910.721.080.530.790.620.930.460.680.540.810.410.600.480.710.360.520.420.63

1.111.630.881.290.711.040.881.290.580.860.720.490.720.610.890.711.060.520.760.600.900.440.660.520.780.390.570.450.680.340.500.400.590.300.430.350.53

18.7227.4516.5924.3214.8921.8318.3927.1513.5119.8116.6812.3618.1215.2722.5417.8826.7814.0720.7716.4824.6813.0519.2615.2822.8912.1717.9614.2521.3411.3916.8213.3419.9910.7115.8212.5518.79

1.00 1.25 1.50 1.65 1.80 2.00 2.50 ULTIMATE LOAD(kN)

17.7424.6114.7420.5212.5417.5017.4324.2210.8615.2015.019.54

13.3913.1318.3516.7723.6111.6316.2914.8020.8910.4214.6213.2018.699.41

13.2311.8916.878.57

12.0710.7915.357.8511.089.86

14.06

12.9117.3310.3513.608.34

10.9612.7016.986.869.02

10.615.757.558.8911.7012.2116.377.559.94

10.5513.906.498.559.0711.965.647.437.89

10.394.956.526.929.124.385.766.128.06

3.00ALLOWABLE LOADINGS (Kn / M2)

RAIL CENTRES IN METRES

13.3719.6111.8517.3710.6315.6013.1419.399.65

14.1511.928.83

12.9510.9016.1012.7719.1310.0514.8411.7717.639.32

13.7610.9216.358.69

12.8310.1815.248.14

12.029.53

14.287.6511.088.96

13.42

3.564.683.564.683.564.683.925.163.564.683.923.564.683.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.64

Weight(Kg/m)

Working Load (kN)

Span(m)

14615146201461514620146151462017615176201461514620176151461514620176151762020615206201761517620206152062017615176202061520620176151762020615206201761517620206152062017615176202061520620

L/150(kN)

L/300(kN)

SectionRef

9

Polycoat sleeved side rail load tables are for buildings with two bays or more and are valid when fixed as shown in our Zed Purlin, Cee Section and Eaves Beam Technical Manual.

Loads have been calculated in accordance with BS 5950 Part 5 using a load factor of 1.4.

Material grade S350, minimum yield strength 350N/mm2

An allowance for a cladding weight of 0.15kN/m2 has been made and the loads are shown for horizontal windpressures,limited by deflection of span/150.

For suction cases, multiply the tabulated values by 0.9.

For structural engineers wishing to check individual cases ultimate wind pressures are shown together with limiting loads for span/150 and span/300 deflection criteria.

Polycoat Rail:Load Tables for Sleeved System

10

Polycoat double span butt jointed side rail load tables are for buildings with two bays or more and are valid when fixed as shown in our Zed Purlin, Cee Section and Eaves Beam Technical Manual.



An allowance for a cladding weight of 0.15kN/m2 has been made and the loads are shown for horizontal wind pressures, limited by deflection of span/150.


For structural engineers wishing to check individual cases ultimate wind pressures are shown together with limiting loads for span/150 and span/300 deflection criteria.

12.3018.0410.9015.989.78

14.3512.0817.848.87

13.0110.9616.188.1211.9110.0314.8111.7517.609.25

13.6510.8316.228.57

12.6610.0415.047.9911.809.36

14.027.4911.058.77

13.13

3.564.683.564.683.564.683.925.163.564.683.925.163.564.683.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.64

Weight(Kg/m)

Working Load (kN)

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

3.084.512.423.551.962.872.423.571.612.371.992.941.351.981.672.471.962.931.422.101.672.501.221.811.432.151.071.571.251.870.941.381.101.64

2.463.611.942.841.572.301.932.851.291.891.592.351.081.591.341.971.572.351.141.681.332.000.981.451.151.720.851.261.001.500.751.110.881.31

2.053.011.612.371.301.911.612.381.081.581.331.960.901.321.111.651.311.960.951.401.111.660.821.210.961.430.711.050.831.250.620.920.731.09

1.862.731.472.151.191.741.462.160.981.431.211.780.821.201.011.501.191.780.861.271.011.510.741.100.871.300.650.950.761.130.570.840.660.99

1.712.511.351.971.091.591.341.980.901.311.111.630.751.100.931.371.091.630.791.170.931.390.681.000.801.190.590.870.691.040.520.770.610.91

1.542.251.211.780.981.431.211.780.811.181.001.470.680.990.841.230.981.470.711.050.831.250.610.900.721.070.530.790.620.930.470.690.550.82

1.231.800.971.420.781.150.971.430.650.950.801.180.540.790.670.990.781.170.570.840.671.000.490.720.570.860.430.630.500.750.370.550.440.66

1.031.500.811.180.650.960.811.190.540.790.660.980.450.660.560.820.650.980.470.700.560.830.410.600.480.720.360.520.420.620.310.460.370.55

17.2225.2515.2622.3813.7020.0916.9224.9812.4218.2215.3522.6611.3716.6714.0420.7316.4524.6312.9419.1115.1622.7112.0017.7214.0621.0611.1916.5213.1119.6310.4815.4712.2818.39

16.3322.9713.7719.4311.8616.7816.0622.6310.3914.7414.0019.779.22

13.1212.3817.5215.4522.1211.0715.7113.7719.7610.0014.2112.3917.849.10

12.9711.2516.238.3511.9110.2914.88

12.8617.3310.3513.608.34

10.9612.6716.986.869.02

10.6113.975.757.558.8911.7012.1816.377.559.94

10.5513.906.498.559.0711.965.647.437.89

10.394.956.526.929.12

L/150(kN)

L/300(kN)

DEFLECTIONSpan(m)

1.00 1.25 1.50 1.65 1.80 2.00 2.50 ULTIMATE LOAD(kN)



14615146201461514620146151462017615176201461514620176151762014615146201761517620206152062017615176202061520620176151762020615206201761517620206152062017615176202061520620

SectionRef

Polycoat Rail:Load Tables for Double Span Butt System

11

Polycoat single span side rails have been designed as simply supported members fixed between the columns, where continuity of the system cannot be achieved.

The tables are valid when the rails are fixed as shown in our Zed Purlin, Cee Section and Eaves Beam Technical Manual.



An allowance for a cladding weight of 0.15kN/m2 has been made and the loads are shown for horizontal windpressures, limited by deflection of span/150.


For structural engineers wishing to check individual casesultimate wind pressures are shown together with limiting loads for span/150 and span/300 deflection criteria.

14615146201461514620146151462017615176201461514620176151762014615146201761517620206152062017615176202061520620176151762020615206201761517620206152062017615176202061520620

SectionRef

3.564.683.564.683.564.683.925.163.564.683.925.163.564.683.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.643.925.164.275.64

Weight(Kg /m)

10.0714.768.92

12.557.6910.119.89

14.606.338.328.97

12.885.306.978.19

10.799.62

14.406.969.168.86

12.825.997.888.2211.035.206.857.279.584.566.016.388.41

Working Load (kN)

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

2.523.691.982.791.542.021.982.921.151.511.632.340.881.161.371.801.602.401.071.411.361.970.861.131.171.580.690.910.971.280.570.750.801.05

2.012.951.592.231.231.621.582.340.921.211.311.870.710.931.091.441.281.920.861.131.091.580.680.900.941.260.560.730.781.020.460.600.640.84

1.682.461.321.861.031.351.321.950.771.011.091.560.590.770.911.201.071.600.710.940.911.320.570.750.781.050.460.610.650.850.380.500.530.70

1.532.241.201.690.931.231.201.770.700.920.991.420.540.700.831.090.971.450.650.850.831.200.520.680.710.950.420.550.590.770.350.460.480.64

1.402.051.101.550.851.121.101.620.640.840.911.300.490.640.761.000.891.330.600.780.761.100.480.630.650.880.390.510.540.710.320.420.440.58

1.261.850.991.390.771.010.991.460.580.760.821.170.440.580.680.900.801.200.540.700.680.990.430.560.590.790.350.460.480.640.290.380.400.53

1.011.480.791.120.620.810.791.170.460.610.650.940.350.460.550.720.640.960.430.560.550.790.340.450.470.630.280.370.390.510.230.300.320.42

0.841.230.660.930.510.670.660.970.380.500.540.780.290.390.460.600.530.800.360.470.450.660.290.380.390.530.230.300.320.430.190.250.270.35

14.0920.6712.4918.3111.2116.4413.8520.4410.1714.9112.5618.549.30

13.6511.4916.9713.4620.1610.5915.6412.4118.589.82

14.5011.5117.239.16

13.5210.7316.078.58

12.6610.0515.05

12.1615.989.55

12.557.6910.1111.8915.656.338.329.79

12.885.306.978.19

10.7911.4515.096.969.169.73

12.825.997.888.3711.035.206.857.279.584.566.016.388.41

6.087.994.776.273.855.055.957.833.164.164.896.442.653.484.105.395.737.553.484.584.876.412.993.944.185.512.603.423.644.792.283.003.194.20

L/150(kN)

L/300(kN)

DEFLECTIONSpan(m)

1.00 1.25 1.50 1.65 1.80 2.00 2.50 ULTIMATE LOAD(kN)



Polycoat Rail:Load Tables for Single Span Butt System

• Extensive range of Zed, Cee and Eaves Beam sections

• Lead time 5-7 working days

• Fully dynamic punching facility

• In house Technical support backed up by PI Insurance

• Free Albion Engineer design software

• Free Albion detailing software

Why Choose Albion Sections:

ALBION SECTIONS LIMITEDCold Rolled Sections for the Construction and Engineering Industries

MAINLAND U.K.Albion road,

West Bromwich,West Midlands.

B70 8BD

NORTHERN IRELANDUnit 1, Rathdown Road,Lissue Industrial Estate,Lisburn, County Antrim.

BT28 2RE

Tel: +44 (0) 121 553 1877Fax Sales/General: +44 (0) 121 553 5507

Email: [email protected] www.albionsections.co.uk

© Copyright Albion Sections Limited 2010

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