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Section PRoPeRtieSAnd loAd SPAn tAbleSZ PuRlinS, c SectionS And eAVeS beAmS

RAISING YOUR EXPECTATIONS

1208

057

EUROCODES

02

Zed and cee profiles section properties calculated in accordance with bS en 1993-1-3 : 2006.

eaves beam, purlin and side rail load span tables based on calculated section properties together with full scale testing of purlin and rail systems undertaken at birmingham University under the direction of dr. Jian Yang.

Working loads are derived using a load factor on Ultimate strength of 1.5 for all conditions. deflection limit of span/200 for eaves beams, span/180 for purlins and span/150 for side rails.

Working loads for cee section floor beams are noted with options on deflection criteria and span lengths.

resulting values should be used as a guide, load combinations should be considered as outlined in bS en 1990 : 2002.

Albion engineer software version 4 is freely available on disc or to download and adopts appropriate load factors for combinations of different loading types.

INTRODUCTION

Albion manufacturing facilities in West Bromwich

03

introduction .................................................................................... 02

section Properties

Zed sections ............................................................................... 04-05

lipped cee sections ..................................................................... 06-07

eaves beam .................................................................................... 08

load span tables

eaves beam system ..................................................................... 09-10

sleeved Purlin system ................................................................... 11-15

double span butt Purlin system ..................................................... 16-19

heavy end bay Purlin system ....................................................... 20-23

single span butt Purlin system ..................................................... 24-26

side rail sleeved system ............................................................ 27-30

double span butt side rail system ............................................... 31-33

single span butt side rail system ................................................. 34-38

cee section Floor beams ............................................................ 39-41

CONTeNTs

ZeD seCTIONs

04

Z12515 2.81 120 50 15 1.50 3.66 83.57 13.93 21.47 4.36 77.30 12.27 516.85 0.027

Z12516 2.98 120 50 15 1.60 3.90 88.82 14.80 22.74 4.62 83.25 13.32 546.65 0.033

Z14613 3.06 145 62.5 20 1.30 3.96 133.90 18.47 38.71 6.26 104.60 12.39 1372.69 0.022

Z14614 3.29 145 62.5 20 1.40 4.26 143.79 19.83 41.47 6.71 117.44 14.27 1468.37 0.028

Z14615 3.51 145 62.5 20 1.50 4.56 153.62 21.19 44.19 7.16 130.31 16.20 1562.68 0.034

Z14616 3.74 145 62.5 20 1.60 4.86 163.39 22.54 46.89 7.60 143.02 18.14 1655.65 0.041

Z14618 4.18 145 62.5 20 1.80 5.45 182.76 25.21 52.18 8.47 168.12 22.01 1837.57 0.059

Z14620 4.62 145 62.5 20 2.00 6.04 201.90 27.85 57.36 9.33 190.32 25.28 2014.21 0.081

Z17613 3.37 175 62.5 20 1.30 4.35 206.92 23.65 38.71 6.26 156.04 15.02 2068.67 0.025

Z17614 3.62 175 62.5 20 1.40 4.68 222.27 25.40 41.47 6.71 175.43 17.30 2213.54 0.031

Z17615 3.87 175 62.5 20 1.50 5.01 237.54 27.15 44.19 7.16 194.46 19.58 2356.45 0.038

Z17616 4.11 175 62.5 20 1.60 5.34 252.72 28.88 46.89 7.60 213.61 21.92 2497.41 0.046

Z17618 4.61 175 62.5 20 1.80 5.99 282.85 32.33 52.18 8.47 252.74 26.86 2773.55 0.065

Z17620 5.09 175 62.5 20 2.00 6.64 312.66 35.73 57.36 9.33 291.96 31.96 3042.07 0.089

Z17625 6.29 175 62.5 20 2.50 8.25 385.80 44.09 69.78 11.39 372.04 41.56 3680.81 0.172

Z20613 3.67 200 65 20 1.30 4.74 289.08 28.91 42.82 6.65 208.51 17.18 3035.21 0.027

Z20614 3.95 200 65 20 1.40 5.10 310.59 31.06 45.88 7.14 234.20 19.73 3248.88 0.033

Z20615 4.22 200 65 20 1.50 5.46 331.99 33.20 48.90 7.61 259.86 22.33 3459.82 0.041

Z20616 4.49 200 65 20 1.60 5.82 353.29 35.33 51.89 8.08 285.97 25.03 3668.04 0.050

Z20618 5.03 200 65 20 1.80 6.53 395.59 39.56 57.77 9.01 339.34 30.74 4076.42 0.071

Z20620 5.56 200 65 20 2.00 7.24 437.47 43.75 63.52 9.93 393.18 36.69 4474.18 0.097

Z20625 6.88 200 65 20 2.50 9.00 540.41 54.04 77.34 12.13 517.24 50.37 5423.04 0.188

Z22614 4.22 225 65 20 1.40 5.45 409.57 36.41 45.88 7.14 300.05 22.15 4207.78 0.036

Z22615 4.52 225 65 20 1.50 5.84 437.86 38.92 48.90 7.61 333.30 25.08 4481.60 0.044

Z22616 4.81 225 65 20 1.60 6.22 466.03 41.43 51.89 8.08 367.14 28.14 4751.97 0.053

SECTIONREF.

ZED PROPERTIES

Mass kg/m

Depth mm

Flange mm

Lip mm

Thickness mm

Ag cm2

lyg cm4

Wyg cm3

lzg cm4

Wzg cm3

leff,y,c cm4

Weff,y,c cm3

lw cm6

It cm4

Inwardly lipped channel sections have been specifically designedfor the construction industry with a wide range of applications.The performance of all channel sections conform to the procedurelaid down in BS 5950 Part 5 in conjunction with full scale testing.Albion Sections channels are manufactured by cold roll formingpre-hot dipped galvanised steel S450 having a guaranteed minimumyield strength of 450N/mm2 and Z275 galvanised coating.

y

Y

y

LIP

THICKNESS

x x

lipped channel section dimensions and properties

DEPTHTHICKNESS

DEPTH

FLANGE

LIP

y

z

z

y

FLANGE building PRoductS Zed PRofileSSection PRoPeRtieS bS en 1993-1-3 : 2006

Albion Sections Zeds and lipped channels are manufactured by cold roll forming pre-hot dipped galvanized steel S450, having a minimum guaranteed yield strength of 450 N/mm2 and a Z275 galvanized coating.

05

Z22618 5.38 225 65 20 1.80 6.98 521.98 46.40 57.77 9.01 436.31 34.57 5282.50 0.075

Z22620 5.96 225 65 20 2.00 7.74 577.43 51.33 63.52 9.93 505.71 41.22 5799.55 0.103

Z22625 7.37 225 65 20 2.50 9.63 713.84 63.45 77.35 12.13 675.36 58.00 7034.38 0.201

Z24615 4.69 240 65 20 1.50 6.06 510.07 42.51 48.90 7.61 381.91 26.73 5163.87 0.045

Z24616 5.00 240 65 20 1.60 6.46 542.92 45.24 51.89 8.08 420.93 29.99 5475.78 0.055

Z24618 5.60 240 65 20 1.80 7.25 608.20 50.68 57.77 9.01 500.70 36.86 6087.93 0.078

Z24620 6.19 240 65 20 2.00 8.04 672.91 56.08 63.52 9.93 580.52 43.93 6684.72 0.107

Z24625 7.66 240 65 20 2.50 10.00 832.21 69.35 77.35 12.13 776.12 61.85 8110.76 0.208

Z24630 9.10 240 65 20 3.00 11.94 988.00 82.33 90.40 14.24 955.45 78.08 9445.18 0.358

Z26616 5.31 265 65 20 1.60 6.86 687.34 51.88 51.89 8.08 519.09 33.06 6805.64 0.059

Z26618 5.95 265 65 20 1.80 7.70 770.17 58.13 57.77 9.01 618.43 40.66 7567.86 0.083

Z26620 6.59 265 65 20 2.00 8.54 852.31 64.33 63.52 9.93 717.45 48.45 8311.27 0.114

Z26625 8.15 265 65 20 2.50 10.63 1054.70 79.60 77.35 12.13 961.17 68.27 10089.00 0.221

Z26630 9.69 265 65 20 3.00 12.69 1252.89 94.56 90.40 14.24 1204.22 88.79 11754.35 0.381

Z30718 6.73 300 75 20 1.80 8.69 1117.70 74.51 83.93 11.33 819.52 45.53 13991.87 0.094

Z30720 7.45 300 75 20 2.00 9.64 1237.47 82.50 92.39 12.49 961.23 54.95 15386.80 0.129

Z30725 9.24 300 75 20 2.50 12.00 1533.05 102.20 112.83 15.30 1319.62 79.94 18740.91 0.250

Z30730 10.99 300 75 20 3.00 14.34 1823.19 121.55 132.27 18.00 1667.45 105.10 21909.09 0.430

Z34118 8.36 345 100 30 1.80 10.76 1906.50 110.52 214.68 21.66 1247.18 57.08 46284.20 0.116

Z34120 9.26 345 100 30 2.00 11.94 2112.28 122.45 236.93 23.93 1477.56 69.63 51030.19 0.159

Z34125 11.50 345 100 30 2.50 14.88 2621.48 151.97 291.18 29.49 2077.29 104.17 62560.52 0.310

Z34130 13.70 345 100 30 3.00 17.79 3123.23 181.06 343.52 34.88 2701.39 142.53 73621.12 0.534

Z40120 10.12 400 100 30 2.00 13.04 2998.80 149.94 236.93 23.93 2010.16 80.33 70605.09 0.174

Z40125 12.58 400 100 30 2.50 16.25 3723.87 186.19 291.19 29.49 2841.16 120.52 86599.66 0.339

Z40130 15.00 400 100 30 3.00 19.44 4439.19 221.96 343.53 34.88 3703.34 164.86 101959.02 0.583

Z40132 15.96 400 100 30 3.20 20.71 4722.60 236.13 363.94 36.99 4049.35 183.22 107927.92 0.707

SECTIONREF.

ZED PROPERTIES

Mass kg/m

Depth mm

Flange mm

Lip mm

Thickness mm

Ag cm2

lyg cm4

Wyg cm3

lzg cm4

Wzg cm3

leff,y,c cm4

Weff,y,c cm3

lw cm6

It cm4

ZeD seCTIONs

LIPPeD Cee seCTIONs

building PRoductS cee PRofileSSection PRoPeRtieS bS en 1993-1-3 : 2006

Albion Sections Zeds and lipped channels are manufactured by cold roll forming pre-hot dipped galvanized steel S450, having a minimum guaranteed yield strength of 450 N/mm2 and a Z275 galvanized coating.

06

c12515 2.81 120 50 15 1.50 3.66 83.57 13.93 12.90 3.80 1.61 77.30 12.27 389.05 0.027 2.26 102.05 0.21

c12516 2.98 120 50 15 1.60 3.90 88.82 14.80 13.67 4.03 1.61 83.25 13.32 411.34 0.033 2.25 113.63 0.21

c14613 3.06 145 62.5 20 1.30 3.96 133.90 18.47 22.77 5.45 2.07 104.60 12.39 1049.93 0.022 2.97 81.42 0.11

c14614 3.29 145 62.5 20 1.40 4.26 143.79 19.83 24.40 5.84 2.07 117.44 14.27 1122.78 0.028 2.96 94.53 0.17

c14615 3.51 145 62.5 20 1.50 4.56 153.62 21.19 26.02 6.23 2.07 130.31 16.20 1194.54 0.034 2.95 108.08 0.21

c14616 3.74 145 62.5 20 1.60 4.86 163.39 22.54 27.61 6.61 2.07 143.02 18.14 1265.23 0.041 2.94 122.29 0.24

c14618 4.18 145 62.5 20 1.80 5.45 182.76 25.21 30.76 7.36 2.07 168.12 22.01 1403.43 0.059 2.91 152.14 0.28

c14620 4.62 145 62.5 20 2.00 6.04 201.90 27.85 33.84 8.10 2.07 190.32 25.28 1537.44 0.081 2.89 181.36 0.27

c17613 3.37 175 62.5 20 1.30 4.35 206.92 23.65 24.20 5.55 1.89 156.04 15.02 1545.21 0.025 2.81 80.65 0.23

c17614 3.62 175 62.5 20 1.40 4.68 222.27 25.40 25.93 5.95 1.89 175.43 17.30 1653.11 0.031 2.80 93.47 0.28

c17615 3.87 175 62.5 20 1.50 5.01 237.54 27.15 27.65 6.35 1.89 194.46 19.58 1759.49 0.038 2.79 107.01 0.32

c17616 4.11 175 62.5 20 1.60 5.34 252.72 28.88 29.35 6.74 1.89 213.61 21.92 1864.38 0.046 2.78 121.23 0.35

c17618 4.61 175 62.5 20 1.80 5.99 282.85 32.33 32.69 7.50 1.89 252.74 26.86 2069.73 0.065 2.76 151.05 0.39

c17620 5.09 175 62.5 20 2.00 6.64 312.66 35.73 35.97 8.26 1.89 291.96 31.96 2269.24 0.089 2.73 180.37 0.39

c17625 6.29 175 62.5 20 2.50 8.25 385.80 44.09 43.85 10.08 1.90 372.04 41.56 2743.11 0.172 2.68 254.01 0.35

c20613 3.67 200 65 20 1.30 4.74 289.08 28.91 27.66 5.95 1.85 208.51 17.18 2243.71 0.027 2.82 79.11 0.23

c20614 3.95 200 65 20 1.40 5.10 310.59 31.06 29.64 6.38 1.85 234.20 19.73 2401.34 0.033 2.81 91.91 0.29

c20615 4.22 200 65 20 1.50 5.46 331.99 33.20 31.61 6.80 1.85 259.86 22.33 2556.92 0.041 2.79 105.45 0.34

c20616 4.49 200 65 20 1.60 5.82 353.29 35.33 33.56 7.22 1.86 285.97 25.03 2710.44 0.050 2.78 119.70 0.38

c20618 5.03 200 65 20 1.80 6.53 395.59 39.56 37.39 8.05 1.86 339.34 30.74 3011.42 0.071 2.76 149.73 0.43

c20620 5.56 200 65 20 2.00 7.24 437.47 43.75 41.15 8.86 1.86 393.18 36.69 3304.40 0.097 2.74 179.59 0.44

c20625 6.88 200 65 20 2.50 9.00 540.41 54.04 50.22 10.83 1.86 517.24 50.37 4002.64 0.188 2.68 256.26 0.42

c22614 4.22 225 65 20 1.40 5.45 409.57 36.41 30.69 6.45 1.74 300.05 22.15 3097.13 0.036 2.70 90.94 0.35

c22615 4.52 225 65 20 1.50 5.84 437.86 38.92 32.72 6.87 1.74 333.30 25.08 3298.42 0.044 2.69 104.45 0.40

c22616 4.81 225 65 20 1.60 6.22 466.03 41.43 34.74 7.30 1.74 367.14 28.14 3497.15 0.053 2.67 118.67 0.44

SECTIONREF.

LIPPED CEE SECTIONS

mass kg/m

depth mm

flange mm

lip mm

thicknessmm

Ag cm2

lyg cm4

Wyg cm3

lzg cm4

Wzg cm3

Ygc cm

ieff,y,c cm4

Weff,y,c cm3

lw cm6

it cm4

Ysc cm

nc, Rd kn

eny cm

Ygc

Z

Z

yy

Ysc

SHEARCENTRE

LIPPeD Cee seCTIONs

07

c22618 5.38 225 65 20 1.80 6.98 521.98 46.40 38.71 8.14 1.74 436.31 34.57 3887.01 0.075 2.65 148.47 0.50

c22620 5.96 225 65 20 2.00 7.74 577.43 51.33 42.60 8.96 1.74 505.71 41.22 4266.85 0.103 2.63 178.44 0.51

c22625 7.37 225 65 20 2.50 9.63 713.84 63.45 51.98 10.94 1.75 675.36 58.00 5173.52 0.201 2.57 255.63 0.49

c24615 4.69 240 65 20 1.50 6.06 510.07 42.51 33.32 6.91 1.68 381.91 26.73 3798.10 0.045 2.62 103.85 0.43

c24616 5.00 240 65 20 1.60 6.46 542.92 45.24 35.38 7.34 1.68 420.93 29.99 4027.33 0.055 2.61 118.05 0.48

c24618 5.60 240 65 20 1.80 7.25 608.20 50.68 39.42 8.18 1.68 500.70 36.86 4477.15 0.078 2.59 147.72 0.54

c24620 6.19 240 65 20 2.00 8.04 672.91 56.08 43.38 9.01 1.68 580.52 43.93 4915.61 0.107 2.57 177.74 0.55

c24625 7.66 240 65 20 2.50 10.00 832.21 69.35 52.93 11.00 1.69 776.12 61.85 5963.03 0.208 2.51 255.18 0.53

c24630 9.10 240 65 20 3.00 11.94 988.00 82.33 62.00 12.90 1.69 955.45 78.08 6942.79 0.358 2.46 335.38 0.47

c26616 5.31 265 65 20 1.60 6.86 687.34 51.88 36.34 7.40 1.59 519.09 33.06 5010.63 0.059 2.52 117.02 0.52

c26618 5.95 265 65 20 1.80 7.70 770.17 58.13 40.49 8.24 1.59 618.43 40.66 5571.79 0.083 2.50 146.49 0.59

c26620 6.59 265 65 20 2.00 8.54 852.31 64.33 44.56 9.08 1.59 717.45 48.45 6119.10 0.114 2.48 176.58 0.60

c26625 8.15 265 65 20 2.50 10.63 1054.70 79.60 54.37 11.09 1.60 961.17 68.27 7427.99 0.221 2.42 254.34 0.59

c26630 9.69 265 65 20 3.00 12.69 1252.89 94.56 63.68 13.00 1.60 1204.22 88.79 8654.32 0.381 2.37 335.14 0.53

c30718 6.73 300 75 20 1.80 8.69 1117.70 74.51 59.14 10.34 1.78 819.52 45.53 10257.35 0.094 2.82 144.29 0.52

c30720 7.45 300 75 20 2.00 9.64 1237.47 82.50 65.15 11.39 1.78 961.23 54.95 11280.23 0.129 2.80 172.70 0.50

c30725 9.24 300 75 20 2.50 12.00 1533.05 102.20 79.71 13.95 1.79 1319.62 79.94 13740.12 0.250 2.75 258.25 0.57

c30730 10.99 300 75 20 3.00 14.34 1823.19 121.55 93.61 16.40 1.79 1667.45 105.10 16064.26 0.430 2.69 345.41 0.56

c34118 8.36 345 100 30 1.80 10.76 1906.50 110.52 143.65 19.57 2.66 1247.18 57.08 34027.25 0.116 4.16 152.27 0.45

c34120 9.26 345 100 30 2.00 11.94 2112.28 122.45 158.63 21.61 2.66 1477.56 69.63 37512.80 0.159 4.14 186.41 0.50

c34125 11.50 345 100 30 2.50 14.88 2621.48 151.97 195.22 26.62 2.66 2077.29 104.17 45978.00 0.310 4.09 287.66 0.67

c34130 13.70 345 100 30 3.00 17.79 3123.23 181.06 230.63 31.46 2.67 2701.39 142.53 54094.45 0.534 4.03 400.90 0.75

c40120 10.12 400 100 30 2.00 13.04 2998.80 149.94 165.24 21.87 2.44 2010.16 80.33 51922.12 0.174 3.93 185.47 0.66

c40125 12.58 400 100 30 2.50 16.25 3723.87 186.19 203.35 26.93 2.45 2841.16 120.52 63682.75 0.339 3.87 284.06 0.78

c40130 15.00 400 100 30 3.00 19.44 4439.19 221.96 240.22 31.84 2.46 3703.34 164.86 74976.25 0.583 3.82 396.86 0.88

c40132 15.96 400 100 30 3.20 20.71 4722.60 236.13 254.63 33.76 2.46 4049.35 183.22 79365.14 0.707 3.80 444.25 0.89

SECTIONREF.

LIPPED CEE SECTIONS

mass kg/m

depth mm

flange mm

lip mm

thicknessmm

Ag cm2

lyg cm4

Wyg cm3

lzg cm4

Wzg cm3

Ygc cm

ieff,y,c cm4

Weff,y,c cm3

lw cm6

it cm4

Ysc cm

nc, Rd kn

eny cm

Albion sections eaves beams have been designed symmetrically so that they can be used in many different situations. they can be effectively used as gutter supports, parapet rails, fixed in pairs as compound beams or valley beams, column ties and wall restraints.

Albion tip “Using the Albion Eaves Beam avoids the need for counterformed holes and packing plate”

* eb20020 is available with ‘Polycoat’ or Z600 galvanised finish. contact Albion Sections for details.

eb20018 200 45 1.80 8.51 6.38 544.96 54.50 99.81 15.38 8.00 3.42 35.09

*eb20020 200 45 2.00 9.44 7.03 603.09 60.31 110.16 16.97 7.99 3.42 35.10

eb20025 200 45 2.50 11.75 8.64 746.36 74.64 135.42 20.87 7.97 3.39 35.12

eb20030 200 45 3.00 14.04 10.17 886.67 88.67 159.79 24.64 7.95 3.37 35.14

eb24020 240 65 2.00 10.24 7.66 905.20 75.43 118.74 17.57 9.40 3.41 32.44

eb24025 240 65 2.50 12.75 9.42 1121.32 93.44 145.99 21.62 9.38 3.38 32.46

eb24030 240 65 3.00 15.24 11.12 1333.44 111.12 172.31 25.52 9.35 3.36 32.49

eb30020 300 75 2.00 11.64 8.76 1565.15 104.34 140.46 19.21 11.60 3.47 31.88

eb30025 300 75 2.50 14.50 10.79 1941.24 129.42 172.80 23.64 11.57 3.45 31.92

eb30030 300 75 3.00 17.34 12.76 2311.34 154.09 204.07 27.94 11.55 3.43 31.95

SECTIONREF.

EAVES BEAM SECTIONS PROPERTIES AND DIMENSIONS

a mm

b mm

Thickness mm

Areacm2

MassKg/m

Iygcm4

Wygcm3

Izgcm4

Wzgcm3

i,ycm

i,zcm

Yscmm

eAVes BeAM

Albion Sections eaves beams have been designed symmetrically

so that they can be used in many different situations. They can be

effectively used as gutter supports, parapet rails, fixed in pairs as

compound beams or valley beams, column ties and wall restraints.

dimensions and property of eaves beams sections

section profile

For load tables and number ofeaves struts required refer to page: 4

5

5

= -20° (downwards) to +26° (upwards)

b

24

*

16

24

t

Ysc z

z

b

a

*

*100mm for 200 and 240 deep section105mm for 300 deep section

Note:

Load tables on page 4 apply to eaves beams

with top flange level or inclined upwards.

When top flange is inclined downwards consult

our Technical Department.

y y

08

section profile For load tables and number of eaves struts required refer to page 07/08

eAVes BeAM sYsTeM

09

eaves beam load tables are valid when the beams are fixed as shown in our technical manual.material grade s450, minimum yield strength 450n/mm2.maximum vertical loads are indicated for a co existent horizontal wind force varying from 5kn to 15kn. Vertical deflection limited to span/200. A load factor of 1.5 has been adopted.

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.

4.0m span

eb20018 1 21.47 20.72 19.98 19.24 18.50 17.75 17.01 16.27 15.52 14.78 14.04

eb20020 1 25.26 24.48 23.70 22.92 22.15 21.37 20.59 19.81 19.03 18.25 17.47

eb20025 1 35.33 34.47 33.61 32.75 31.89 31.03 30.17 29.30 28.44 27.58 26.72

4.5m span

eb20018 1 18.57 17.83 17.08 16.34 15.59 14.85 14.10 13.36 12.62 11.87 11.13

eb20020 1 21.91 21.13 20.35 19.57 18.79 18.01 17.23 16.45 15.67 14.89 14.11

eb20025 1 30.78 29.92 29.06 28.20 27.34 26.47 25.61 24.75 23.89 23.02 22.16

5.0m span

eb20018 1 16.26 15.51 14.76 14.02 13.27 12.53 11.78 11.04 10.29 9.55 8.80

eb20020 1 19.23 18.45 17.67 16.89 16.11 15.33 14.54 13.76 12.98 12.20 11.42

eb24020 1 24.35 23.40 22.46 21.51 20.56 19.62 18.67 17.72 16.78 15.83 14.88

5.5m span

eb20018 1 14.36 13.61 12.87 12.12 11.37 10.63 9.88 9.14 8.39 7.64 6.90

eb20020 1 17.04 16.26 15.48 14.69 13.91 13.13 12.35 11.56 10.78 10.00 9.22

eb24020 1 21.61 20.66 19.71 18.76 17.81 16.87 15.92 14.97 14.02 13.07 12.13

6.0m span

eb20018 1 12.78 12.03 11.28 10.54 9.79 9.04 8.30 7.55 6.80 6.06 5.31

eb20018 2 13.26 13.26 13.26 13.26 13.26 13.26 13.26 13.26 13.26 13.26 13.26

eb20020 1 14.68 14.43 13.64 12.86 12.08 11.30 10.51 9.73 8.95 8.16 7.38

eb20020 2 14.68 14.68 14.68 14.68 14.68 14.68 14.68 14.68 14.68 14.68 14.68

eb24020 1 19.32 18.37 17.42 16.47 15.52 14.57 13.62 12.68 11.73 10.78 9.83

eb24020 2 22.03 22.03 22.03 22.03 22.03 22.03 21.77 21.39 21.01 20.63 20.25

6.5m span

eb20018 2 11.27 11.27 11.27 11.27 11.27 11.27 11.27 11.27 11.27 11.27 11.27

eb20020 2 12.47 12.47 12.47 12.47 12.47 12.47 12.47 12.47 12.47 12.47 12.47

eb20025 2 15.43 15.43 15.43 15.43 15.43 15.43 15.43 15.43 15.43 15.43 15.43

eb24020 2 18.71 18.71 18.71 18.71 18.71 18.71 18.71 18.71 18.71 18.54 18.16

eb24025 2 23.18 23.18 23.18 23.18 23.18 23.18 23.18 23.18 23.18 23.18 23.18

7.0m span

eb20018 2 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69 9.69

eb20020 2 10.72 10.72 10.72 10.72 10.72 10.72 10.72 10.72 10.72 10.72 10.72

eb20025 2 13.27 13.27 13.27 13.27 13.27 13.27 13.27 13.27 13.27 13.27 13.27

eb24020 2 16.09 16.09 16.09 16.09 16.09 16.09 16.09 16.09 16.09 16.09 16.09

eb24025 2 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94

EAVES BEAM SYSTEM LOAD SPAN TABLES TO BS EN 1993-1-3:2006

SECTIONREF. Restraints

TABULATED VERTICAL LOADS FOR APPLIED HORIZONTAL WIND LOADS kN

HORIZONTAL WIND LOAD (kN)

5 6 7 8 9 10 11 12 13 14 15

eAVes BeAM

10

7.5m span

eb20018 2 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42

eb20020 2 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32

eb20025 2 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53

eb20030 2 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70

eb24020 2 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99

eb30020 2 24.19 24.19 24.19 24.19 23.88 23.40 22.93 22.46 21.98 21.51 21.04

8.0m span

eb20020 2 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18

eb20025 2 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12

eb24020 2 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27

eb24030 2 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08

eb30020 2 21.22 21.22 21.22 21.22 21.22 21.22 21.07 20.60 20.13 19.65 19.18

8.5m span

eb24020 2 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85

eb24025 2 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44

eb24030 2 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98

eb30020 2 18.76 18.76 18.76 18.76 18.76 18.76 18.76 18.76 18.49 18.01 17.54

eb30025 2 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27

9.0m span

eb24020 3 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66

eb24025 3 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97

eb24030 3 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24

eb30020 3 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.55 16.08

eb30025 3 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72

9.5m span

eb24025 3 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73

eb24030 3 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76

eb30020 3 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.77

eb30025 3 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58

eb30030 3 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12

10.0m span

eb24025 3 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67

eb24030 3 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50

eb30020 3 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50

eb30025 3 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74

eb30030 3 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94





5 6 7 8 9 10 11 12 13 14 15

sLeeVeD PURLIN sYsTeM

sleeved purlin load tables for buildings with two bays or more are valid when fixed exactly as described in our technical manual. Working loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5, a deflection limitation of l/180 and with the self weight of the section deducted. material grade s450, minimum yield strength 450n/mm2. For structural engineers wishing to check individual cases, ultimate loads 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.

11

7.5m span

eb20018 2 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42 8.42

eb20020 2 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32 9.32

eb20025 2 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53 11.53

eb20030 2 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70 13.70

eb24020 2 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99 13.99

eb30020 2 24.19 24.19 24.19 24.19 23.88 23.40 22.93 22.46 21.98 21.51 21.04

8.0m span

eb20020 2 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18 8.18

eb20025 2 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12 10.12

eb24020 2 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27

eb24030 2 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08 18.08

eb30020 2 21.22 21.22 21.22 21.22 21.22 21.22 21.07 20.60 20.13 19.65 19.18

8.5m span

eb24020 2 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85 10.85

eb24025 2 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44 13.44

eb24030 2 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98 15.98

eb30020 2 18.76 18.76 18.76 18.76 18.76 18.76 18.76 18.76 18.49 18.01 17.54

eb30025 2 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27 23.27

9.0m span

eb24020 3 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66 9.66

eb24025 3 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97 11.97

eb24030 3 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24 14.24

eb30020 3 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.71 16.55 16.08

eb30025 3 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72 20.72

9.5m span

eb24025 3 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73 10.73

eb24030 3 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76 12.76

eb30020 3 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.98 14.77

eb30025 3 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58 18.58

eb30030 3 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12

10.0m span

eb24025 3 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67 9.67

eb24030 3 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50 11.50

eb30020 3 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50 13.50

eb30025 3 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74 16.74

eb30030 3 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94 19.94





5 6 7 8 9 10 11 12 13 14 15

Notes:

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

these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical

3.5m span

12515 2.80 12.06 3.44 2.51 2.30 2.09 1.91 1.72 1.38 19.30 13.44 18.81 19.30 12.15 7.20

12516 2.98 12.95 3.70 2.69 2.47 2.24 2.06 1.85 1.48 20.96 14.39 20.00 20.96 13.05 7.65

14613 3.06 12.84 3.67 2.67 2.45 2.22 2.04 1.83 1.47 19.40 19.40 19.40 19.40 15.10 10.75

14614 3.28 14.81 4.23 3.08 2.82 2.56 2.35 2.12 1.69 22.36 22.36 22.36 22.36 17.15 11.85

4.0m span

12515 2.80 9.74 2.44 1.77 1.62 1.48 1.35 1.22 0.97 16.81 11.51 15.17 16.81 9.85 5.50

12516 2.98 10.33 2.58 1.88 1.72 1.57 1.44 1.29 1.03 18.27 12.25 16.13 18.27 10.45 5.85

14613 3.06 11.16 2.79 2.03 1.86 1.69 1.55 1.40 1.12 16.90 16.90 16.90 16.90 12.25 8.90

14614 3.28 12.87 3.22 2.34 2.15 1.95 1.79 1.61 1.29 19.48 18.50 19.48 19.48 13.85 9.35

14615 3.51 14.64 3.66 2.66 2.44 2.22 2.03 1.83 1.46 22.14 19.82 22.14 22.14 15.40 10.10

14616 3.73 16.41 4.10 2.98 2.73 2.49 2.28 2.05 1.64 24.80 21.14 24.80 24.80 16.95 10.85

4.5m span

14613 3.06 9.86 2.19 1.59 1.46 1.33 1.22 1.10 0.88 14.98 12.95 14.98 14.98 10.20 7.10

14614 3.28 11.38 2.53 1.84 1.69 1.53 1.40 1.26 1.01 17.26 13.98 17.26 17.26 11.55 7.55

14615 3.51 12.70 2.82 2.05 1.88 1.71 1.57 1.41 1.13 19.61 15.01 19.61 19.61 12.85 8.05

14616 3.73 13.89 3.09 2.24 2.06 1.87 1.71 1.54 1.23 21.98 16.06 21.98 21.98 14.05 8.55

14618 4.18 16.27 3.62 2.63 2.41 2.19 2.01 1.81 1.45 26.72 18.28 26.07 26.72 16.45 9.60

14620 4.62 17.95 3.99 2.90 2.66 2.42 2.22 1.99 1.60 30.73 21.03 28.81 30.73 18.15 10.60

17613 3.36 11.95 2.66 1.93 1.77 1.61 1.48 1.33 1.06 18.13 16.95 18.13 18.13 13.95 10.10

17614 3.61 13.79 3.06 2.23 2.04 1.86 1.70 1.53 1.23 20.90 18.25 20.90 20.90 15.75 11.20

17615 3.86 15.63 3.47 2.53 2.31 2.10 1.93 1.74 1.39 23.66 19.57 23.66 23.66 17.55 12.00

17616 4.11 17.51 3.89 2.83 2.59 2.36 2.16 1.95 1.56 26.51 20.89 26.51 26.51 19.35 12.90

5.0m span

14613 3.06 8.55 1.71 1.24 1.14 1.04 0.95 0.86 0.68 13.44 9.57 13.44 13.44 8.70 5.70

14614 3.28 9.69 1.94 1.41 1.29 1.17 1.08 0.97 0.78 15.50 10.61 15.50 15.50 9.85 6.10

14615 3.51 10.73 2.15 1.56 1.43 1.30 1.19 1.07 0.86 17.61 12.05 17.61 17.61 10.90 6.50

14616 3.73 11.77 2.35 1.71 1.57 1.43 1.31 1.18 0.94 19.73 13.50 19.64 19.73 11.95 6.95

17613 3.36 10.70 2.14 1.56 1.43 1.30 1.19 1.07 0.86 16.27 12.53 16.27 16.27 11.85 8.55

17614 3.61 12.35 2.47 1.80 1.65 1.50 1.37 1.23 0.99 18.76 13.52 18.76 18.76 13.35 9.20

20613 3.67 12.24 2.45 1.78 1.63 1.48 1.36 1.22 0.98 18.60 16.33 18.60 18.60 14.80 10.65

LOAD TABLES FOR SLEEVED PURLIN SYSTEM

SECTIONREF.

Mass Kg/m

UDL kN

PURLIN CENTRES IN METRES ULTIMATE LOADS (kN) DEFLECTION

1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT

ALLOWABLE LOADINGS (kN/m2)LATERAL RESTRAINTS SPAN/180 SPAN/360

0 ROWS 1 ROWS 2 ROWS


12

5.5m span

14614 3.28 8.37 1.52 1.11 1.02 0.92 0.85 0.76 0.61 14.06 9.62 14.06 14.06 8.55 5.05

14615 3.51 9.26 1.68 1.22 1.12 1.02 0.94 0.84 0.67 15.97 10.93 15.53 15.97 9.45 5.40

14616 3.73 10.15 1.85 1.34 1.23 1.12 1.03 0.92 0.74 17.90 12.25 16.53 17.90 10.35 5.70

14618 4.18 11.48 2.09 1.52 1.39 1.26 1.16 1.04 0.83 21.76 14.46 18.52 21.76 11.70 6.40

14620 4.62 12.65 2.30 1.67 1.53 1.39 1.28 1.15 0.92 25.02 16.04 20.50 25.02 12.90 7.05

17613 3.36 9.68 1.76 1.28 1.17 1.07 0.98 0.88 0.70 14.76 10.10 14.76 14.76 10.25 7.15

17614 3.61 11.17 2.03 1.48 1.35 1.23 1.13 1.02 0.81 17.02 11.65 17.02 17.02 11.55 7.75

17615 3.86 12.64 2.30 1.67 1.53 1.39 1.28 1.15 0.92 19.27 13.19 19.27 19.27 12.85 8.35

17616 4.11 13.88 2.52 1.84 1.68 1.53 1.40 1.26 1.01 21.59 14.78 21.48 21.59 14.10 8.85

20613 3.67 11.07 2.01 1.46 1.34 1.22 1.12 1.01 0.81 16.87 12.32 16.87 16.87 12.75 9.30

20614 3.94 12.73 2.32 1.68 1.54 1.40 1.29 1.16 0.93 19.38 13.29 19.38 19.38 14.40 10.50

20615 4.22 14.43 2.62 1.91 1.75 1.59 1.46 1.31 1.05 21.95 15.02 21.95 21.95 16.00 11.55

6.0m span

17613 3.36 8.80 1.47 1.07 0.98 0.89 0.82 0.73 0.59 13.51 9.24 13.51 13.51 9.00 6.10

17614 3.61 9.94 1.66 1.20 1.10 1.00 0.92 0.83 0.66 15.57 10.66 15.57 15.57 10.15 6.55

17615 3.86 11.02 1.84 1.34 1.22 1.11 1.02 0.92 0.73 17.63 12.07 16.96 17.63 11.25 7.00

17616 4.11 12.11 2.02 1.47 1.35 1.22 1.12 1.01 0.81 19.76 13.52 18.05 19.76 12.35 7.45

17618 4.60 14.28 2.38 1.73 1.59 1.44 1.32 1.19 0.95 24.24 16.21 20.22 24.24 14.55 8.30

17620 5.09 16.15 2.69 1.96 1.79 1.63 1.50 1.35 1.08 28.88 17.99 22.39 28.88 16.45 9.20

20613 3.67 10.10 1.68 1.22 1.12 1.02 0.94 0.84 0.67 15.44 10.56 15.44 15.44 11.15 8.25

20614 3.94 11.62 1.94 1.41 1.29 1.17 1.08 0.97 0.77 17.74 12.14 17.74 17.74 12.55 9.20

20615 4.22 13.17 2.19 1.60 1.46 1.33 1.22 1.10 0.88 20.08 13.75 20.08 20.08 14.00 9.75

20616 4.49 14.78 2.46 1.79 1.64 1.49 1.37 1.23 0.99 22.53 15.42 22.53 22.53 15.45 10.40

22614 4.22 13.05 2.17 1.58 1.45 1.32 1.21 1.09 0.87 19.90 13.62 19.90 19.90 15.15 10.95

22615 4.51 14.80 2.47 1.79 1.64 1.49 1.37 1.23 0.99 22.55 15.43 22.55 22.55 16.95 12.30

6.5m span

17615 3.86 9.76 1.50 1.09 1.00 0.91 0.83 0.75 0.60 16.25 11.12 14.12 16.25 10.00 5.95

17616 4.11 10.69 1.64 1.20 1.10 1.00 0.91 0.82 0.66 18.21 12.46 15.03 18.21 10.95 6.35

17618 4.60 12.56 1.93 1.41 1.29 1.17 1.07 0.97 0.77 22.34 14.14 16.87 22.34 12.85 7.10

17620 5.09 13.98 2.15 1.56 1.43 1.30 1.19 1.08 0.86 26.62 15.72 18.16 25.93 14.30 7.85

17625 6.28 17.15 2.64 1.92 1.76 1.60 1.47 1.32 1.06 34.73 19.76 22.48 31.98 17.55 9.65

20614 3.94 10.67 1.64 1.19 1.09 1.00 0.91 0.82 0.66 16.35 11.19 16.35 16.35 11.15 7.80

20615 4.22 12.10 1.86 1.35 1.24 1.13 1.03 0.93 0.74 18.51 12.67 18.12 18.51 12.40 8.35

20616 4.49 13.42 2.06 1.50 1.38 1.25 1.15 1.03 0.83 20.77 14.21 19.28 20.77 13.70 8.85

20618 5.02 15.93 2.45 1.78 1.63 1.49 1.36 1.23 0.98 25.53 17.47 21.61 25.53 16.25 9.95

22614 4.22 11.99 1.84 1.34 1.23 1.12 1.02 0.92 0.74 18.34 12.56 18.34 18.34 13.35 9.80

22615 4.51 13.60 2.09 1.52 1.39 1.27 1.16 1.05 0.84 20.78 14.22 20.78 20.78 15.00 11.00

22616 4.80 15.27 2.35 1.71 1.57 1.42 1.31 1.17 0.94 23.32 15.96 22.65 23.32 16.55 11.60


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT




13

Notes:

1. When using ultimate loads, load factors mustbe applied.2. Wind uplift figures shown are for screw fixed cladding, for hook bolt type fixing please contactour technical department.



SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



7.0m span

20615 4.22 10.81 1.54 1.12 1.03 0.94 0.86 0.77 0.62 17.17 11.75 15.07 17.17 11.10 7.20

20616 4.49 11.94 1.71 1.24 1.14 1.03 0.95 0.85 0.68 19.26 13.18 16.05 19.26 12.25 7.65

20618 5.02 14.21 2.03 1.48 1.35 1.23 1.13 1.01 0.81 23.68 15.45 18.00 23.68 14.55 8.55

20620 5.56 16.42 2.35 1.71 1.56 1.42 1.30 1.17 0.94 28.29 17.19 19.96 28.29 16.80 9.45

22614 4.22 11.08 1.58 1.15 1.06 0.96 0.88 0.79 0.63 17.01 11.64 16.57 17.01 11.90 8.85

22615 4.51 12.57 1.80 1.31 1.20 1.09 1.00 0.90 0.72 19.27 13.19 17.71 19.27 13.40 9.50

22616 4.80 14.12 2.02 1.47 1.35 1.22 1.12 1.01 0.81 21.63 14.80 18.85 21.63 14.80 10.05

22618 5.38 17.28 2.47 1.80 1.65 1.50 1.37 1.23 0.99 26.60 18.06 21.12 26.60 17.65 11.30

24615 4.69 13.40 1.91 1.39 1.28 1.16 1.06 0.96 0.77 20.53 14.05 19.32 20.53 14.75 10.75

24616 4.99 15.06 2.15 1.56 1.43 1.30 1.19 1.08 0.86 23.04 15.77 20.56 23.04 16.40 11.90

24618 5.59 18.55 2.65 1.93 1.77 1.61 1.47 1.33 1.06 28.34 19.40 23.02 28.34 19.65 13.10

7.5m span

20618 5.02 12.73 1.70 1.23 1.13 1.03 0.94 0.85 0.68 22.07 13.48 15.11 22.07 13.10 7.45

20620 5.56 14.69 1.96 1.42 1.31 1.19 1.09 0.98 0.78 26.38 15.04 18.05 25.89 15.10 8.25

20625 6.87 18.15 2.42 1.76 1.61 1.47 1.34 1.21 0.97 36.32 19.04 22.62 31.96 18.65 10.15

22615 4.51 11.68 1.56 1.13 1.04 0.94 0.87 0.78 0.62 17.97 12.30 14.52 17.97 12.05 8.25

22616 4.80 12.95 1.73 1.26 1.15 1.05 0.96 0.86 0.69 20.16 13.80 15.46 20.16 13.30 8.80

22618 5.38 15.51 2.07 1.50 1.38 1.25 1.15 1.03 0.83 24.80 15.73 17.34 24.80 15.90 9.85

22620 5.95 17.97 2.40 1.74 1.60 1.45 1.33 1.20 0.96 29.60 17.52 20.26 29.60 18.40 10.90

24615 4.69 12.45 1.66 1.21 1.11 1.01 0.92 0.83 0.66 19.14 13.10 15.83 19.14 13.25 9.80

24616 4.99 13.99 1.87 1.36 1.24 1.13 1.04 0.93 0.75 21.48 14.70 16.85 21.48 14.75 10.30

24618 5.59 17.24 2.30 1.67 1.53 1.39 1.28 1.15 0.92 26.43 17.11 18.89 26.43 17.65 11.50

24620 6.19 20.05 2.67 1.94 1.78 1.62 1.49 1.34 1.07 31.53 19.04 21.58 31.53 20.50 12.70

8.0m span

22616 4.80 11.73 1.47 1.07 0.98 0.89 0.81 0.73 0.59 18.88 12.08 12.92 18.88 12.10 7.70

22618 5.38 13.98 1.75 1.27 1.17 1.06 0.97 0.87 0.70 23.22 13.64 15.89 23.22 14.40 8.65

22620 5.95 16.24 2.03 1.48 1.35 1.23 1.13 1.01 0.81 27.72 15.24 18.97 27.25 16.70 9.55

22625 7.36 20.68 2.58 1.88 1.72 1.57 1.44 1.29 1.03 39.11 19.37 23.93 33.65 21.25 11.80

24615 4.69 11.62 1.45 1.06 0.97 0.88 0.81 0.73 0.58 17.92 12.27 13.07 17.92 12.00 8.95

24616 4.99 12.96 1.62 1.18 1.08 0.98 0.90 0.81 0.65 20.12 13.13 13.92 20.12 13.35 9.00

24618 5.59 15.56 1.95 1.41 1.30 1.18 1.08 0.97 0.78 24.75 14.82 16.94 24.75 16.00 10.10

24620 6.19 18.12 2.26 1.65 1.51 1.37 1.26 1.13 0.91 29.53 16.53 20.21 29.53 18.60 11.15

26616 5.30 14.41 1.80 1.31 1.20 1.09 1.00 0.90 0.72 22.17 14.92 15.85 22.17 15.50 11.25

26618 5.94 17.77 2.22 1.62 1.48 1.35 1.23 1.11 0.89 27.28 16.82 18.67 27.28 18.75 13.00

26620 6.58 21.23 2.65 1.93 1.77 1.61 1.47 1.33 1.06 32.54 18.74 22.27 32.54 21.95 14.15

30718 6.72 19.88 2.48 1.81 1.66 1.51 1.38 1.24 0.99 30.52 20.89 28.70 30.52 23.15 16.55


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT




14

8.5m span

22618 5.38 12.70 1.49 1.09 1.00 0.91 0.83 0.75 0.60 21.84 11.76 14.95 21.84 13.15 7.65

22620 5.95 14.76 1.74 1.26 1.16 1.05 0.96 0.87 0.69 26.07 13.19 17.38 24.38 15.25 8.45

22625 7.36 18.59 2.19 1.59 1.46 1.33 1.22 1.09 0.87 36.78 16.94 21.61 30.14 19.20 10.45

24618 5.59 14.14 1.66 1.21 1.11 1.01 0.92 0.83 0.67 23.27 12.75 15.93 23.27 14.60 8.95

24620 6.19 16.44 1.93 1.41 1.29 1.17 1.07 0.97 0.77 27.77 14.27 18.96 26.63 16.95 9.90

24625 7.65 21.12 2.48 1.81 1.66 1.51 1.38 1.24 0.99 39.19 18.28 23.55 32.89 21.75 12.20

26616 5.30 13.50 1.59 1.16 1.06 0.96 0.88 0.79 0.64 20.85 12.75 14.27 20.85 14.10 10.35

26618 5.94 16.61 1.95 1.42 1.30 1.18 1.09 0.98 0.78 25.66 14.41 17.56 25.66 17.10 11.30

26620 6.58 19.46 2.29 1.66 1.53 1.39 1.27 1.14 0.92 30.60 16.11 20.94 30.47 20.00 12.55

30718 6.72 18.64 2.19 1.59 1.46 1.33 1.22 1.10 0.88 28.70 19.65 24.01 28.70 21.05 15.20

30720 7.44 22.56 2.65 1.93 1.77 1.61 1.47 1.33 1.06 34.67 23.73 26.57 34.67 24.90 18.00

9.0m span

24620 6.19 15.01 1.67 1.21 1.11 1.01 0.93 0.83 0.67 26.21 12.23 17.07 23.77 15.55 8.80

24625 7.65 19.08 2.12 1.54 1.41 1.28 1.18 1.06 0.85 36.98 15.86 21.26 29.39 19.75 10.90

24630 9.09 22.80 2.53 1.84 1.69 1.54 1.41 1.27 1.01 46.80 19.83 25.48 30.64 23.60 12.90

26618 5.94 15.13 1.68 1.22 1.12 1.02 0.93 0.84 0.67 24.21 12.26 16.57 24.21 15.65 10.10

26620 6.58 17.72 1.97 1.43 1.31 1.19 1.09 0.98 0.79 28.88 13.75 19.49 27.19 18.30 11.15

26625 8.14 23.34 2.59 1.89 1.73 1.57 1.44 1.30 1.04 40.78 17.70 24.23 33.58 24.05 13.80

30718 6.72 17.53 1.95 1.42 1.30 1.18 1.08 0.97 0.78 27.09 18.54 20.27 27.09 19.25 14.05

30720 7.44 21.23 2.36 1.72 1.57 1.43 1.31 1.18 0.94 32.72 21.21 22.44 32.72 22.80 16.65

34118 8.35 21.96 2.44 1.77 1.63 1.48 1.36 1.22 0.98 33.93 24.95 33.93 33.93 27.00 19.00

9.5m span

24620 6.19 13.78 1.45 1.05 0.97 0.88 0.81 0.73 0.58 24.81 10.52 15.35 21.16 14.35 7.90

24625 7.65 17.29 1.82 1.32 1.21 1.10 1.01 0.91 0.73 35.01 13.73 19.16 23.89 18.00 9.75

24630 9.09 20.81 2.19 1.59 1.46 1.33 1.22 1.10 0.88 44.31 17.37 23.05 28.39 21.65 11.60

26618 5.94 13.90 1.46 1.06 0.98 0.89 0.81 0.73 0.59 22.92 10.52 15.69 21.87 14.45 9.05

26620 6.58 16.29 1.71 1.25 1.14 1.04 0.95 0.86 0.69 27.34 11.81 17.50 24.17 16.90 10.00

26625 8.14 21.15 2.23 1.62 1.48 1.35 1.24 1.11 0.89 38.61 15.29 21.80 29.88 21.90 12.40

26630 9.68 25.50 2.68 1.95 1.79 1.63 1.49 1.34 1.07 50.32 19.17 26.17 32.51 26.40 14.70

30718 6.72 16.54 1.74 1.27 1.16 1.05 0.97 0.87 0.70 25.65 16.59 17.55 25.65 17.70 13.05

30720 7.44 20.03 2.11 1.53 1.41 1.28 1.17 1.05 0.84 30.98 18.50 21.20 30.98 21.00 15.45

10.0m span

26620 6.58 15.01 1.50 1.09 1.00 0.91 0.83 0.75 0.60 25.95 10.24 15.67 21.39 15.65 9.05

26625 8.14 19.31 1.93 1.40 1.29 1.17 1.07 0.97 0.77 36.65 13.32 19.58 26.47 20.10 11.20

26630 9.68 23.31 2.33 1.69 1.55 1.41 1.29 1.17 0.93 47.78 16.80 23.60 30.15 24.25 13.30

30718 6.72 15.64 1.56 1.14 1.04 0.95 0.87 0.78 0.63 24.35 14.34 16.66 24.35 16.40 12.15

30720 7.44 18.67 1.87 1.36 1.24 1.13 1.04 0.93 0.75 29.41 16.02 20.13 29.41 19.40 14.40

30725 9.22 26.05 2.61 1.89 1.74 1.58 1.45 1.30 1.04 42.86 20.44 28.23 39.37 26.95 16.30


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT




15

Notes:




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



11.0m span

30720 7.44 16.00 1.45 1.06 0.97 0.88 0.81 0.73 0.58 26.71 12.22 18.28 25.83 16.80 10.85

30725 9.22 22.31 2.03 1.48 1.35 1.23 1.13 1.01 0.81 38.92 15.71 23.34 31.94 23.30 13.45

30730 10.97 28.27 2.57 1.87 1.71 1.56 1.43 1.29 1.03 51.27 19.54 28.00 37.99 29.45 16.00

34118 8.35 17.66 1.61 1.17 1.07 0.97 0.89 0.80 0.64 27.70 18.96 27.70 27.70 19.70 14.35

34120 9.25 21.64 1.97 1.43 1.31 1.19 1.09 0.98 0.79 33.81 23.14 33.63 33.81 23.75 17.55

40120 10.11 25.01 2.27 1.65 1.52 1.38 1.26 1.14 0.91 38.97 26.67 38.97 38.97 29.65 20.85

12.0m span

30725 9.22 19.37 1.61 1.17 1.08 0.98 0.90 0.81 0.65 35.65 12.39 19.12 25.46 20.45 11.30

30730 10.97 24.41 2.03 1.48 1.36 1.23 1.13 1.02 0.81 46.96 15.55 23.09 31.16 25.70 13.45

34120 9.25 19.67 1.64 1.19 1.09 0.99 0.91 0.82 0.66 30.96 21.19 25.98 30.96 20.80 15.60

34125 11.48 28.71 2.39 1.74 1.59 1.45 1.33 1.20 0.96 46.40 30.22 32.30 46.40 30.05 19.40

40120 10.11 22.73 1.89 1.38 1.26 1.15 1.05 0.95 0.76 35.70 24.43 31.67 35.70 25.80 18.40

13.0m span

30730 10.97 20.81 1.60 1.16 1.07 0.97 0.89 0.80 0.64 43.31 12.66 18.83 27.31 22.20 11.45

34125 11.48 25.19 1.94 1.41 1.29 1.17 1.08 0.97 0.78 42.79 24.82 29.29 42.79 26.65 16.55

34130 13.68 33.06 2.54 1.85 1.70 1.54 1.41 1.27 1.02 58.65 30.20 39.96 56.07 34.80 19.70

40120 10.11 20.79 1.60 1.16 1.07 0.97 0.89 0.80 0.64 32.92 22.53 24.96 32.92 22.75 16.45

40125 12.56 31.54 2.43 1.76 1.62 1.47 1.35 1.21 0.97 49.46 29.92 33.85 49.46 33.40 24.70

14.0m span

34125 11.48 22.33 1.59 1.16 1.06 0.97 0.89 0.80 0.64 39.71 20.17 27.18 39.71 23.90 14.25

34130 13.68 29.28 2.09 1.52 1.39 1.27 1.16 1.05 0.84 54.42 24.74 34.85 48.34 31.15 17.00

40125 12.56 28.13 2.01 1.46 1.34 1.22 1.12 1.00 0.80 45.90 24.21 31.41 45.90 29.85 20.25

40130 14.98 37.60 2.69 1.95 1.79 1.63 1.49 1.34 1.07 62.87 29.48 42.45 59.07 39.65 24.15

15.0m span

34130 13.68 26.14 1.74 1.27 1.16 1.06 0.97 0.87 0.70 50.77 20.46 30.31 41.42 28.15 14.80

40125 12.56 25.06 1.67 1.21 1.11 1.01 0.93 0.84 0.67 42.82 19.88 29.30 42.48 26.90 17.65

40130 14.98 33.55 2.24 1.63 1.49 1.36 1.24 1.12 0.89 58.65 24.31 36.83 50.54 35.75 21.05

40132 15.94 36.76 2.45 1.78 1.63 1.49 1.36 1.23 0.98 65.22 26.16 39.25 53.74 39.10 22.40

DOUBLe sPAN BUTT PURLIN sYsTeM

16

double span purlin load tables for buildings with two bays or more are valid when fixed exactly as described in our technical manual. Working loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5, a deflection limitation of span/180 and with the self weight of the section deducted. material grade s450, minimum yield strength 450n/mm2. For structural engineers wishing to check individual cases, ultimate loads 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.

Notes:

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

these load tables are not applicable to ‘Polycoat’ Purlins contact Albion technical

3.5m span

12515 2.80 10.51 3.00 2.18 2.00 1.82 1.67 1.50 1.20 17.75 13.21 17.13 17.75 10.60 6.80

12516 2.98 11.20 3.20 2.33 2.13 1.94 1.78 1.60 1.28 19.28 14.35 18.21 19.28 11.30 7.25

14613 3.06 11.80 3.37 2.45 2.25 2.04 1.87 1.69 1.35 17.85 17.85 17.85 17.85 13.60 9.30

14614 3.28 13.61 3.89 2.83 2.59 2.36 2.16 1.94 1.56 20.57 20.57 20.57 20.57 15.40 10.10

14615 3.51 15.48 4.42 3.22 2.95 2.68 2.46 2.21 1.77 23.37 22.54 23.37 23.37 17.05 11.00

4.0m span

12515 2.80 8.34 2.09 1.52 1.39 1.26 1.16 1.04 0.83 15.47 11.51 13.75 15.47 8.45 5.50

12516 2.98 8.83 2.21 1.61 1.47 1.34 1.23 1.10 0.88 16.80 12.25 14.62 16.80 8.95 5.85

14613 3.06 10.26 2.57 1.87 1.71 1.55 1.43 1.28 1.03 15.55 14.71 15.55 15.55 10.95 7.45

14614 3.28 11.83 2.96 2.15 1.97 1.79 1.64 1.48 1.18 17.92 15.85 17.92 17.92 12.35 8.10

14615 3.51 13.45 3.36 2.45 2.24 2.04 1.87 1.68 1.35 20.37 16.99 20.37 20.37 13.70 8.80

14616 3.73 14.81 3.70 2.69 2.47 2.24 2.06 1.85 1.48 22.82 18.14 22.82 22.82 14.95 9.55

14618 4.18 17.19 4.30 3.13 2.86 2.60 2.39 2.15 1.72 27.74 20.64 27.74 27.74 17.35 11.05

4.5m span

14613 3.06 8.92 1.98 1.44 1.32 1.20 1.10 0.99 0.79 13.78 10.72 13.78 13.78 9.05 6.10

14614 3.28 10.06 2.23 1.63 1.49 1.35 1.24 1.12 0.89 15.88 11.81 15.88 15.88 10.20 6.65

14615 3.51 11.15 2.48 1.80 1.65 1.50 1.38 1.24 0.99 18.04 13.42 18.04 18.04 11.30 7.30

14616 3.73 12.14 2.70 1.96 1.80 1.63 1.50 1.35 1.08 20.22 15.04 20.22 20.22 12.30 7.90

14618 4.18 14.02 3.12 2.27 2.08 1.89 1.73 1.56 1.25 24.58 18.29 23.72 24.58 14.20 9.15

14620 4.62 15.55 3.46 2.51 2.30 2.09 1.92 1.73 1.38 28.27 21.03 26.22 28.27 15.75 10.30

17613 3.36 10.98 2.44 1.78 1.63 1.48 1.36 1.22 0.98 16.68 14.06 16.68 16.68 12.55 8.65

17614 3.61 12.67 2.82 2.05 1.88 1.71 1.56 1.41 1.13 19.22 15.16 19.22 19.22 14.15 9.45

17615 3.86 14.36 3.19 2.32 2.13 1.93 1.77 1.60 1.28 21.77 16.27 21.77 21.77 15.70 10.30

17616 4.11 16.10 3.58 2.60 2.39 2.17 1.99 1.79 1.43 24.39 18.15 24.39 24.39 17.25 11.15

17618 4.60 19.77 4.39 3.20 2.93 2.66 2.44 2.20 1.76 29.93 22.26 29.93 29.93 20.25 12.85

LOAD TABLES FOR DOUBLE SPAN BUTT PURLIN SYSTEM

SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT




17

Notes:




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



5.0m span

14613 3.06 7.50 1.50 1.09 1.00 0.91 0.83 0.75 0.60 12.37 9.20 12.37 12.37 7.65 5.10

14614 3.28 8.49 1.70 1.24 1.13 1.03 0.94 0.85 0.68 14.25 10.61 14.25 14.25 8.65 5.60

14615 3.51 9.38 1.88 1.36 1.25 1.14 1.04 0.94 0.75 16.20 12.05 16.20 16.20 9.55 6.15

14616 3.73 10.22 2.04 1.49 1.36 1.24 1.14 1.02 0.82 18.15 13.50 17.80 18.15 10.40 6.70

14618 4.18 11.65 2.33 1.69 1.55 1.41 1.29 1.16 0.93 22.06 16.41 19.93 22.06 11.85 7.75

14620 4.62 12.93 2.59 1.88 1.72 1.57 1.44 1.29 1.03 25.38 18.44 22.04 25.38 13.15 8.55

17613 3.36 9.83 1.97 1.43 1.31 1.19 1.09 0.98 0.79 14.97 11.14 14.97 14.97 10.60 7.20

17614 3.61 11.35 2.27 1.65 1.51 1.38 1.26 1.13 0.91 17.26 12.84 17.26 17.26 11.95 7.95

17615 3.86 12.86 2.57 1.87 1.71 1.56 1.43 1.29 1.03 19.54 14.54 19.54 19.54 13.25 8.65

20613 3.67 11.24 2.25 1.64 1.50 1.36 1.25 1.12 0.90 17.11 13.43 17.11 17.11 13.35 9.30

20614 3.94 12.93 2.59 1.88 1.72 1.57 1.44 1.29 1.03 19.66 14.62 19.66 19.66 15.05 10.45

5.5m span

14615 3.51 8.01 1.46 1.06 0.97 0.88 0.81 0.73 0.58 14.69 10.93 14.02 14.69 8.20 5.30

14616 3.73 8.60 1.56 1.14 1.04 0.95 0.87 0.78 0.63 16.46 12.25 14.92 16.46 8.80 5.70

14618 4.18 9.83 1.79 1.30 1.19 1.08 0.99 0.89 0.71 20.01 14.46 16.72 20.01 10.05 6.40

14620 4.62 10.95 1.99 1.45 1.33 1.21 1.11 1.00 0.80 23.02 16.04 18.52 23.02 11.20 7.05

17613 3.36 8.89 1.62 1.18 1.08 0.98 0.90 0.81 0.65 13.58 10.10 13.58 13.58 9.15 6.15

17614 3.61 10.06 1.83 1.33 1.22 1.11 1.02 0.91 0.73 15.65 11.65 15.65 15.65 10.25 6.75

17615 3.86 11.14 2.03 1.47 1.35 1.23 1.13 1.01 0.81 17.73 13.19 17.73 17.73 11.35 7.40

17616 4.11 12.23 2.22 1.62 1.48 1.35 1.24 1.11 0.89 19.86 14.78 19.40 19.86 12.45 8.00

17618 4.60 14.30 2.60 1.89 1.73 1.58 1.44 1.30 1.04 24.37 18.13 21.72 24.37 14.55 9.30

20613 3.67 10.17 1.85 1.34 1.23 1.12 1.03 0.92 0.74 15.52 11.55 15.52 15.52 11.45 8.15

20614 3.94 11.70 2.13 1.55 1.42 1.29 1.18 1.06 0.85 17.83 13.27 17.83 17.83 12.90 8.90

20615 4.22 13.26 2.41 1.75 1.61 1.46 1.34 1.21 0.96 20.19 15.02 20.19 20.19 14.35 9.65

20616 4.49 14.88 2.71 1.97 1.80 1.64 1.50 1.35 1.08 22.65 16.85 22.65 22.65 15.80 10.45

6.0m span

17614 3.61 8.74 1.46 1.06 0.97 0.88 0.81 0.73 0.58 14.32 10.66 14.25 14.32 8.95 5.85

17615 3.86 9.67 1.61 1.17 1.07 0.98 0.90 0.81 0.64 16.22 12.07 15.23 16.22 9.90 6.40

17616 4.11 10.56 1.76 1.28 1.17 1.07 0.98 0.88 0.70 18.17 13.52 16.21 18.17 10.80 6.95

17618 4.60 12.28 2.05 1.49 1.36 1.24 1.14 1.02 0.82 22.30 16.21 18.17 22.30 12.55 8.10

17620 5.09 13.80 2.30 1.67 1.53 1.39 1.28 1.15 0.92 26.57 17.99 20.13 26.57 14.10 9.20

20613 3.67 9.27 1.55 1.12 1.03 0.94 0.86 0.77 0.62 14.20 10.57 14.20 14.20 10.00 7.00

20614 3.94 10.67 1.78 1.29 1.19 1.08 0.99 0.89 0.71 16.32 12.14 16.32 16.32 11.25 7.70

20615 4.22 12.10 2.02 1.47 1.34 1.22 1.12 1.01 0.81 18.48 13.75 18.48 18.48 12.45 8.35

20616 4.49 13.44 2.24 1.63 1.49 1.36 1.24 1.12 0.90 20.73 15.42 20.64 20.73 13.70 9.05

20618 5.02 15.91 2.65 1.93 1.77 1.61 1.47 1.33 1.06 25.48 18.96 23.11 25.48 16.20 10.45

22614 4.22 11.98 2.00 1.45 1.33 1.21 1.11 1.00 0.80 18.31 13.62 18.31 18.31 13.65 9.50

22615 4.51 13.59 2.27 1.65 1.51 1.37 1.26 1.13 0.91 20.74 15.43 20.74 20.74 15.25 10.45

22616 4.80 15.27 2.54 1.85 1.70 1.54 1.41 1.27 1.02 23.28 17.32 23.28 23.28 16.80 11.30


18


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



6.5m span

17618 4.60 10.66 1.64 1.19 1.09 0.99 0.91 0.82 0.66 20.55 14.14 15.29 20.55 10.95 7.10

17620 5.09 12.03 1.85 1.35 1.23 1.12 1.03 0.93 0.74 24.49 15.72 18.16 23.78 12.35 7.85

17625 6.28 14.90 2.29 1.67 1.53 1.39 1.27 1.15 0.92 31.94 19.76 22.48 29.34 15.30 9.65

20614 3.94 9.65 1.48 1.08 0.99 0.90 0.82 0.74 0.59 15.04 11.19 15.04 15.04 9.90 6.70

20615 4.22 10.73 1.65 1.20 1.10 1.00 0.92 0.83 0.66 17.03 12.67 16.22 17.03 11.00 7.30

20616 4.49 11.82 1.82 1.32 1.21 1.10 1.01 0.91 0.73 19.10 14.21 17.26 19.10 12.10 7.90

20618 5.02 13.93 2.14 1.56 1.43 1.30 1.19 1.07 0.86 23.48 17.47 19.34 23.48 14.25 9.20

20620 5.56 16.00 2.46 1.79 1.64 1.49 1.37 1.23 0.98 28.06 19.62 21.42 28.06 16.35 10.50

22614 4.22 11.01 1.69 1.23 1.13 1.03 0.94 0.85 0.68 16.88 12.56 16.88 16.88 12.00 8.50

22615 4.51 12.49 1.92 1.40 1.28 1.16 1.07 0.96 0.77 19.12 14.22 19.05 19.12 13.40 9.15

22616 4.80 14.03 2.16 1.57 1.44 1.31 1.20 1.08 0.86 21.45 15.96 20.27 21.45 14.80 9.90

22618 5.38 17.21 2.65 1.93 1.77 1.60 1.47 1.32 1.06 26.38 19.63 22.70 26.38 17.55 11.40

7.0m span

20616 4.49 10.44 1.49 1.09 0.99 0.90 0.83 0.75 0.60 17.72 13.18 14.25 17.72 10.75 7.00

20618 5.02 12.31 1.76 1.28 1.17 1.07 0.98 0.88 0.70 21.78 15.45 16.20 21.78 12.65 8.15

20620 5.56 14.02 2.00 1.46 1.34 1.21 1.11 1.00 0.80 26.03 17.19 19.36 26.03 14.40 9.35

20625 6.87 17.68 2.53 1.84 1.68 1.53 1.40 1.26 1.01 35.83 21.61 25.09 32.71 18.15 11.70

22614 4.22 10.17 1.45 1.06 0.97 0.88 0.81 0.73 0.58 15.65 11.64 14.71 15.65 10.65 7.50

22615 4.51 11.54 1.65 1.20 1.10 1.00 0.92 0.82 0.66 17.73 13.19 15.72 17.73 11.90 8.05

22616 4.80 12.82 1.83 1.33 1.22 1.11 1.02 0.92 0.73 19.90 14.80 16.73 19.90 13.15 8.75

22618 5.38 15.18 2.17 1.58 1.45 1.31 1.21 1.08 0.87 24.47 18.06 18.75 24.47 15.55 10.10

22620 5.95 17.54 2.51 1.82 1.67 1.52 1.39 1.25 1.00 29.21 20.07 21.73 29.21 17.95 11.50

24615 4.69 12.30 1.76 1.28 1.17 1.07 0.98 0.88 0.70 18.88 14.05 17.15 18.88 13.15 9.30

24616 4.99 13.83 1.98 1.44 1.32 1.20 1.10 0.99 0.79 21.20 15.77 18.25 21.20 14.65 9.90

24618 5.59 17.04 2.43 1.77 1.62 1.48 1.35 1.22 0.97 26.07 19.40 20.44 26.07 17.45 11.40

7.5m span

20618 5.02 10.98 1.46 1.07 0.98 0.89 0.81 0.73 0.59 20.30 13.48 15.11 20.30 11.35 7.30

20620 5.56 12.39 1.65 1.20 1.10 1.00 0.92 0.83 0.66 24.26 15.04 18.05 23.72 12.80 8.25

20625 6.87 15.70 2.09 1.52 1.40 1.27 1.16 1.05 0.84 33.41 19.04 22.62 29.29 16.20 10.15

22616 4.80 11.45 1.53 1.11 1.02 0.93 0.85 0.76 0.61 18.55 13.80 13.80 18.55 11.80 7.80

22618 5.38 13.56 1.81 1.31 1.21 1.10 1.00 0.90 0.72 22.81 15.73 16.97 22.81 13.95 9.05

22620 5.95 15.62 2.08 1.51 1.39 1.26 1.16 1.04 0.83 27.23 17.52 20.26 27.23 16.05 10.30

22625 7.36 19.96 2.66 1.94 1.77 1.61 1.48 1.33 1.06 38.42 22.09 26.51 34.41 20.50 13.45

24615 4.69 11.43 1.52 1.11 1.02 0.92 0.85 0.76 0.61 17.61 13.10 13.99 17.61 11.80 8.30

24616 4.99 12.74 1.70 1.23 1.13 1.03 0.94 0.85 0.68 19.76 14.70 14.89 19.76 13.10 8.85

24618 5.59 15.19 2.03 1.47 1.35 1.23 1.13 1.01 0.81 24.31 17.11 18.09 24.31 15.60 10.15

24620 6.19 17.55 2.34 1.70 1.56 1.42 1.30 1.17 0.94 29.01 19.04 21.58 29.01 18.00 11.55


19

Notes:




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



8.0m span

22618 5.38 12.18 1.52 1.11 1.02 0.92 0.85 0.76 0.61 21.36 13.64 15.89 21.36 12.60 8.15

22620 5.95 13.99 1.75 1.27 1.17 1.06 0.97 0.87 0.70 25.50 15.24 18.97 24.95 14.45 9.30

22625 7.36 17.83 2.23 1.62 1.49 1.35 1.24 1.11 0.89 35.98 19.37 23.93 30.81 18.40 11.80

24618 5.59 13.66 1.71 1.24 1.14 1.04 0.95 0.85 0.68 22.77 14.82 16.94 22.77 14.10 9.15

24620 6.19 15.77 1.97 1.43 1.31 1.19 1.10 0.99 0.79 27.17 16.53 20.21 27.17 16.25 10.45

24625 7.65 20.25 2.53 1.84 1.69 1.53 1.41 1.27 1.01 38.34 20.96 26.10 33.64 20.85 13.65

26616 5.30 13.22 1.65 1.20 1.10 1.00 0.92 0.83 0.66 20.39 14.92 15.17 20.39 13.80 9.65

26618 5.94 16.19 2.02 1.47 1.35 1.23 1.12 1.01 0.81 25.10 16.82 18.67 25.10 16.65 11.10

26620 6.58 18.89 2.36 1.72 1.57 1.43 1.31 1.18 0.94 29.93 18.74 22.27 29.93 19.40 12.50

30718 6.72 18.25 2.28 1.66 1.52 1.38 1.27 1.14 0.91 28.08 20.89 25.41 28.08 20.80 14.35

HeAVY eND BAY PURLIN sYsTeM

20

the heavy end bay system of 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 technical manual. Working loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5, a deflection limitation of span/180 and with the self weight of the section deducted. material grade s450, minimum yield strength 450n/mm2. For structural engineers wishing to check individual cases, ultimate loads 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.

Notes:

1. When using ultimate tables, 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.


5.0m span

14613 3.06 8.55 11.59 13.44 17.58 9.57 17.58 13.44 17.58 13.44 17.58 8.70 13.30 5.70 11.05

14614 3.28 9.69 13.37 15.50 20.27 10.61 20.27 15.50 20.27 15.50 20.27 9.85 15.25 6.10 12.75

14615 3.51 10.73 15.20 17.61 23.03 12.05 21.74 17.61 23.03 17.61 23.03 10.90 17.15 6.50 14.35

14616 3.73 11.77 17.04 19.73 25.80 13.50 23.18 19.64 25.80 19.73 25.80 11.95 19.05 6.95 14.35

14618 4.18 13.60 20.73 23.98 31.37 16.41 26.18 21.98 31.05 23.98 31.37 13.80 22.85 7.75 16.05

14620 4.62 14.93 23.85 27.58 36.08 18.44 30.12 24.31 34.31 27.58 36.08 15.15 26.00 8.55 17.70

5.5m span

14613 3.06 7.34 10.49 12.20 15.95 8.35 15.37 12.20 15.95 12.20 15.95 7.50 11.70 4.70 9.85

14614 3.28 8.37 12.10 14.06 18.39 9.62 16.56 14.06 18.39 14.06 18.39 8.55 13.40 5.05 11.35

14615 3.51 9.26 13.76 15.97 20.89 10.93 17.75 15.53 20.89 15.97 20.89 9.45 15.10 5.40 11.15

14616 3.73 10.15 15.43 17.90 23.41 12.25 19.54 16.53 23.41 17.90 23.41 10.35 16.80 5.70 11.85

14618 4.18 11.48 18.77 21.76 28.46 14.46 23.75 18.52 26.72 21.76 28.46 11.70 20.10 6.40 13.25

14620 4.62 12.65 21.60 25.02 32.73 16.04 27.32 20.50 29.55 25.02 32.73 12.90 22.90 7.05 14.60

17613 3.36 9.68 12.71 14.76 19.31 10.10 19.31 14.76 19.31 14.76 19.31 10.25 15.30 7.15 12.55

17614 3.61 11.17 14.66 17.02 22.26 11.65 21.56 17.02 22.26 17.02 22.26 11.55 17.45 7.75 14.35

17615 3.86 12.64 16.62 19.27 25.21 13.19 23.08 19.27 25.21 19.27 25.21 12.85 19.60 8.35 16.15

17616 4.11 13.88 18.63 21.59 28.24 14.78 24.62 21.48 28.24 21.59 28.24 14.10 21.80 8.85 18.00

17618 4.60 16.40 22.88 26.49 34.65 18.13 28.92 24.05 34.58 26.49 34.65 16.65 26.30 9.90 21.80

6.0m span

17613 3.36 8.80 11.60 13.51 17.67 9.24 16.13 13.51 17.67 13.51 17.67 9.00 13.60 6.10 11.25

17614 3.61 9.94 13.39 15.57 20.37 10.66 17.38 15.57 20.37 15.57 20.37 10.15 15.50 6.55 12.90

17615 3.86 11.02 15.17 17.63 23.06 12.07 19.25 16.96 23.06 17.63 23.06 11.25 17.40 7.00 14.55

17616 4.11 12.11 17.01 19.76 25.84 13.52 21.57 18.05 25.84 19.76 25.84 12.35 19.35 7.45 16.20

17618 4.60 14.28 20.90 24.24 31.71 16.21 26.46 20.22 29.83 24.24 31.71 14.55 23.40 8.30 17.25

17620 5.09 16.15 24.92 28.88 37.78 17.99 31.53 22.39 33.00 28.88 37.78 16.45 27.50 9.20 19.05

17625 6.28 19.68 32.52 37.68 49.28 22.48 38.98 25.11 40.07 35.93 40.07 20.05 34.90 11.35 23.50

20613 3.67 10.10 13.27 15.44 20.19 10.56 20.19 15.44 20.19 15.44 20.19 11.15 16.40 8.25 13.30

20614 3.94 11.62 15.26 17.74 23.20 12.14 22.41 17.74 23.20 17.74 23.20 12.55 18.70 9.20 15.20

20615 4.22 13.17 17.29 20.08 26.27 13.75 24.00 20.08 26.27 20.08 26.27 14.00 21.00 9.75 17.10

20616 4.49 14.78 19.41 22.53 29.47 15.42 25.60 22.53 29.47 22.53 29.47 15.45 23.35 10.40 19.10

20618 5.02 18.11 23.89 27.70 36.23 18.96 30.24 25.67 36.23 27.70 36.23 18.40 28.35 11.65 23.25

LOAD TABLES FOR HEAVY END BAY PURLIN SYSTEM

SECTIONREF.

Mass Kg/m

Allowable Loads (kN)

Ultimate Load (kN) Deflection

Gravity UpliftL a t e r a l S u p p o r t s

0 Rows 1 Row 2 Rows Span/180 Span/360

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


21

Notes:



6.5m span

17615 3.86 9.76 13.95 16.25 21.26 11.12 17.74 14.12 21.26 16.25 21.26 10.00 15.65 5.95 13.20

17616 4.11 10.69 15.64 18.21 23.82 12.46 19.88 15.03 22.93 18.21 23.82 10.95 17.40 6.35 13.10

17618 4.60 12.56 19.22 22.34 29.22 14.14 24.39 16.87 25.70 22.34 29.22 12.85 21.05 7.10 14.65

17620 5.09 13.98 22.92 26.62 34.82 15.72 28.41 18.16 29.06 25.93 34.82 14.30 24.75 7.85 16.20

17625 6.28 17.15 29.92 34.73 45.42 19.76 35.13 22.48 36.62 31.98 36.96 17.55 31.15 9.65 20.00

20613 3.67 9.28 12.20 14.23 18.61 9.74 16.68 14.23 18.61 14.23 18.61 9.85 14.70 7.35 12.05

20614 3.94 10.67 14.03 16.35 21.38 11.19 17.97 16.35 21.38 16.35 21.38 11.15 16.75 7.80 13.75

20615 4.22 12.10 15.90 18.51 24.21 12.67 20.21 18.12 24.21 18.51 24.21 12.40 18.80 8.35 15.50

20616 4.49 13.42 17.85 20.77 27.16 14.21 22.67 19.28 27.16 20.77 27.16 13.70 20.95 8.85 17.30

20618 5.02 15.93 21.98 25.53 33.39 17.47 27.87 21.61 32.44 25.53 33.39 16.25 25.40 9.95 21.10

7.0m span

20615 4.22 10.81 14.71 17.17 22.45 11.75 18.74 15.07 22.45 17.17 22.45 11.10 17.00 7.20 14.15

20616 4.49 11.94 16.52 19.26 25.19 13.18 21.03 16.05 25.01 19.26 25.19 12.25 18.95 7.65 15.80

20618 5.02 14.21 20.34 23.68 30.97 15.45 25.85 18.00 28.02 23.68 30.97 14.55 23.00 8.55 19.25

20620 5.56 16.42 24.33 28.29 37.00 17.19 30.89 19.96 31.01 28.29 37.00 16.80 27.15 9.45 19.60

20625 6.87 20.48 33.55 38.95 50.95 21.61 39.37 25.09 41.22 35.67 42.04 20.95 36.45 11.70 24.20

22614 4.22 11.08 14.58 17.01 22.25 11.64 18.57 16.57 22.25 17.01 22.25 11.90 17.75 8.85 14.45

22615 4.51 12.57 16.53 19.27 25.21 13.19 21.04 17.71 25.21 19.27 25.21 13.40 20.00 9.50 16.35

22616 4.80 14.12 18.56 21.63 28.29 14.80 23.61 18.85 28.29 21.63 28.29 14.80 22.30 10.05 18.30

22618 5.38 17.28 22.86 26.60 34.79 18.06 29.04 21.12 32.88 26.60 34.79 17.65 27.10 11.30 22.30

22620 5.95 20.09 27.32 31.75 41.53 20.07 34.66 23.39 36.38 31.75 41.53 20.50 31.95 12.50 26.40

22625 7.36 26.20 38.61 44.79 58.59 25.15 46.18 29.42 48.39 41.91 58.41 26.70 43.95 15.45 32.05

24615 4.69 13.40 17.61 20.53 26.85 14.05 22.41 19.32 26.85 20.53 26.85 14.75 21.85 10.75 17.60

24616 4.99 15.06 19.79 23.04 30.14 15.77 25.16 20.56 30.14 23.04 30.14 16.40 24.40 11.90 19.80

7.5m span

20615 4.22 9.69 13.68 16.00 20.93 10.95 17.47 12.36 20.15 16.00 20.93 10.00 15.50 6.25 13.05

20616 4.49 10.72 15.36 17.95 23.48 11.95 19.60 13.17 21.45 17.95 23.48 11.05 17.30 6.65 14.55

20618 5.02 12.73 18.92 22.07 28.87 13.48 24.10 15.11 24.10 22.07 28.87 13.10 21.00 7.45 15.45

20620 5.56 14.69 22.63 26.38 34.50 15.04 28.80 18.05 28.80 25.89 34.50 15.10 24.80 8.25 17.05

20625 6.87 18.15 31.22 36.32 47.50 19.04 35.79 22.62 37.73 31.96 39.21 18.65 33.30 10.15 21.05

22614 4.22 10.30 13.55 15.86 20.75 10.85 17.32 13.58 20.75 15.86 20.75 10.75 16.15 8.05 13.25

22615 4.51 11.68 15.37 17.97 23.50 12.30 19.62 14.52 23.50 17.97 23.50 12.05 18.20 8.25 15.05

22616 4.80 12.95 17.27 20.16 26.37 13.80 22.01 15.46 25.19 20.16 26.37 13.30 20.30 8.80 16.80

22618 5.38 15.51 21.27 24.80 32.43 15.73 27.07 17.34 28.22 24.80 32.43 15.90 24.65 9.85 20.50

22620 5.95 17.97 25.42 29.60 38.72 17.52 32.32 20.26 32.32 29.60 38.72 18.40 29.10 10.90 24.25

22625 7.36 23.16 35.93 41.76 54.62 22.09 41.95 26.51 44.27 37.55 52.94 23.70 40.00 13.45 27.90

24615 4.69 12.45 16.38 19.14 25.03 13.10 20.90 15.83 25.03 19.14 25.03 13.25 19.85 9.80 16.15

24616 4.99 13.99 18.40 21.48 28.10 14.70 23.45 16.85 27.48 21.48 28.10 14.75 22.20 10.30 18.15

24618 5.59 17.24 22.68 26.43 34.56 17.11 28.85 18.89 30.78 26.43 34.56 17.65 27.00 11.50 22.20


SECTIONREF.

Mass Kg/m







22

8.0m span

22616 4.80 11.73 16.13 18.88 24.70 12.08 20.62 12.92 21.41 18.88 24.70 12.10 18.60 7.70 15.55

22618 5.38 13.98 19.87 23.22 30.38 13.64 25.36 15.89 25.36 23.22 30.38 14.40 22.60 8.65 18.95

22620 5.95 16.24 23.76 27.72 36.26 15.24 30.27 18.97 30.27 27.25 36.26 16.70 26.70 9.55 19.80

22625 7.36 20.68 33.59 39.11 51.16 19.37 38.20 23.93 40.63 33.65 48.06 21.25 36.75 11.80 24.50

24615 4.69 11.62 15.30 17.92 23.45 12.27 19.57 13.07 21.93 17.92 23.45 12.00 18.15 8.95 14.90

24616 4.99 12.96 17.19 20.12 26.32 13.13 21.97 13.92 23.34 20.12 26.32 13.35 20.35 9.00 16.80

24618 5.59 15.56 21.19 24.75 32.37 14.82 27.02 16.94 27.02 24.75 32.37 16.00 24.75 10.10 20.50

24620 6.19 18.12 25.32 29.53 38.63 16.53 32.24 20.21 32.24 29.53 38.63 18.60 29.20 11.15 24.30

24625 7.65 23.55 35.80 41.68 54.51 20.96 41.68 26.10 44.37 36.75 52.53 24.15 40.20 13.80 28.60

24630 9.09 27.94 45.35 52.73 68.98 25.62 49.65 31.13 52.69 35.90 55.98 28.65 49.60 16.35 33.95

8.5m span

24615 4.69 10.56 14.35 16.86 22.05 10.52 18.40 11.54 18.42 16.86 22.05 10.95 16.75 7.50 13.85

24616 4.99 11.79 16.13 18.92 24.75 11.26 20.66 12.95 20.66 18.92 24.75 12.20 18.75 7.95 15.60

24618 5.59 14.14 19.88 23.27 30.44 12.75 25.41 15.93 25.41 23.27 30.44 14.60 22.80 8.95 19.05

24620 6.19 16.44 23.75 27.77 36.32 14.27 30.32 18.96 30.32 26.63 36.32 16.95 26.90 9.90 20.45

24625 7.65 21.12 33.60 39.19 51.26 18.28 38.00 23.55 40.81 32.89 47.73 21.75 37.05 12.20 25.30

24630 9.09 25.15 42.56 49.59 64.86 22.56 45.34 28.15 48.49 33.13 52.67 25.90 45.75 14.50 30.05

26616 5.30 13.50 17.78 20.85 27.27 12.75 22.76 14.27 22.76 20.85 27.27 14.10 21.35 10.35 17.40

26618 5.94 16.61 21.93 25.66 33.56 14.41 28.01 17.56 28.01 25.66 33.56 17.10 26.10 11.30 21.45

26620 6.58 19.46 26.19 30.60 40.02 16.11 33.41 20.94 33.41 30.47 40.02 20.00 30.85 12.55 25.55

9.0m span

24615 4.69 9.64 13.50 15.91 20.81 8.94 17.37 10.89 17.37 15.91 20.81 10.05 15.50 6.70 12.95

24616 4.99 10.76 15.18 17.85 23.35 9.58 19.49 12.22 19.49 17.85 23.35 11.20 17.35 7.10 14.55

24618 5.59 12.91 18.71 21.96 28.73 10.88 23.98 15.03 23.98 21.50 28.73 13.40 21.15 7.95 17.80

24620 6.19 15.01 22.36 26.21 34.28 12.23 27.91 17.07 28.61 23.77 34.28 15.55 24.95 8.80 18.25

24625 7.65 19.08 31.65 36.98 48.38 15.86 34.68 21.26 37.60 29.39 43.38 19.75 34.40 10.90 22.55

24630 9.09 22.80 40.09 46.80 61.21 19.83 41.46 25.48 44.71 30.64 49.26 23.60 42.20 12.90 26.75

26616 5.30 12.43 16.74 19.67 25.73 10.82 21.48 13.46 21.48 19.67 25.73 12.90 19.75 9.60 16.20

26618 5.94 15.13 20.64 24.21 31.67 12.26 26.44 16.57 26.44 24.21 31.67 15.65 24.15 10.10 20.00

26620 6.58 17.72 24.66 28.88 37.77 13.75 31.53 19.49 31.53 27.19 37.77 18.30 28.60 11.15 23.80

26625 8.14 23.34 34.92 40.78 53.34 17.70 39.60 24.23 43.04 33.58 49.70 24.05 39.45 13.80 28.65

9.5m span

26616 5.30 11.41 15.80 18.62 24.36 9.26 20.33 12.75 20.33 18.62 24.36 11.90 18.35 8.10 15.15

26618 5.94 13.90 19.49 22.92 29.98 10.52 25.03 15.69 25.03 21.87 29.98 14.45 22.45 9.05 18.75

26620 6.58 16.29 23.29 27.34 35.76 11.81 29.05 17.50 29.85 24.17 35.76 16.90 26.60 10.00 22.30

26625 8.14 21.15 32.99 38.61 50.50 15.29 36.12 21.80 39.69 29.88 45.13 21.90 36.75 12.40 25.70

26630 9.68 25.50 43.07 50.32 65.82 19.17 43.22 26.17 47.21 32.51 52.81 26.40 46.60 14.70 30.50

30718 6.72 16.54 21.80 25.65 33.54 16.59 28.00 17.55 29.12 25.65 33.54 17.70 26.55 13.05 21.55

30720 7.44 20.03 26.39 30.98 40.52 18.50 33.82 21.20 33.82 30.98 40.52 21.00 31.80 15.45 25.95

10.0m span

26616 5.30 10.48 14.95 17.68 23.13 8.00 19.31 12.10 19.31 17.29 23.13 11.00 17.10 7.30 14.25

26618 5.94 12.82 18.46 21.76 28.47 9.10 23.76 14.12 23.76 19.35 28.47 13.40 20.95 8.15 17.65

26620 6.58 15.01 22.05 25.95 33.95 10.24 26.43 15.67 28.34 21.39 33.16 15.65 24.85 9.05 18.75

26625 8.14 19.31 31.25 36.65 47.94 13.32 32.94 19.58 36.63 26.47 40.94 20.10 34.35 11.20 23.15

26630 9.68 23.31 40.81 47.78 62.49 16.80 39.51 23.60 43.61 30.15 49.43 24.25 43.55 13.30 27.50


SECTIONREF.

Mass Kg/m







23

Notes:



30718 6.72 15.64 20.64 24.35 31.85 14.34 26.58 16.66 26.58 24.35 31.85 16.40 24.75 12.15 20.25

30720 7.44 18.67 24.99 29.41 38.47 16.02 32.11 20.13 32.11 29.41 38.47 19.40 29.65 14.40 24.40

30725 9.22 26.05 36.56 42.86 56.06 20.44 46.05 28.23 46.79 39.37 56.06 26.95 42.40 16.30 35.20

11.0m span

30718 6.72 13.48 18.63 22.11 28.92 10.90 24.14 15.13 24.14 22.11 28.92 14.20 21.75 9.80 18.00

30720 7.44 16.00 22.57 26.71 34.93 12.22 29.16 18.28 29.16 25.83 34.93 16.80 26.05 10.85 21.75

30725 9.22 22.31 33.05 38.92 50.91 15.71 39.03 23.34 42.50 31.94 48.89 23.30 37.35 13.45 31.40

30730 10.97 28.27 43.65 51.27 67.07 19.54 46.70 28.00 51.54 37.99 58.04 29.45 48.50 16.00 33.20

34118 8.35 17.66 23.35 27.70 36.23 18.96 30.68 27.70 36.23 27.70 36.23 19.70 29.10 14.35 23.25

34120 9.25 21.64 28.59 33.81 44.22 23.14 36.91 33.63 44.22 33.81 44.22 23.75 35.30 17.55 28.55

34125 11.48 32.66 43.06 50.66 66.26 34.67 55.31 41.73 66.16 50.66 66.26 34.25 52.00 23.15 42.65

34130 13.68 43.38 59.21 69.42 90.80 43.70 75.79 49.82 78.84 69.42 90.80 44.85 69.90 27.55 57.75

12.0m span

30718 6.72 11.66 16.95 20.25 26.49 8.51 22.11 13.75 22.11 18.59 26.49 12.45 19.35 8.25 16.20

30720 7.44 13.88 20.55 24.46 31.99 9.56 26.45 15.27 26.71 20.56 31.99 14.75 23.20 9.15 19.55

30725 9.22 19.37 30.11 35.65 46.63 12.39 33.01 19.12 37.54 25.46 40.97 20.45 33.30 11.30 23.45

30730 10.97 24.41 39.79 46.96 61.42 15.55 39.67 23.09 44.76 31.16 51.27 25.70 43.25 13.45 27.85

34118 8.35 16.03 21.24 25.37 33.18 17.36 27.69 23.45 33.18 25.37 33.18 17.20 25.75 12.75 20.85

34120 9.25 19.67 26.02 30.96 40.50 21.19 33.80 25.98 40.50 30.96 40.50 20.80 31.35 15.60 25.65

34125 11.48 28.71 39.25 46.40 60.69 30.22 50.65 32.30 53.82 46.40 60.69 30.05 46.20 19.40 38.40

34130 13.68 37.65 54.00 63.58 83.16 36.48 69.42 43.51 69.42 63.58 83.16 39.25 62.15 23.15 51.95

13.0m span

30718 6.72 10.25 15.52 18.68 24.43 6.79 19.91 10.99 20.39 14.66 24.43 11.10 17.40 7.05 14.75

30720 7.44 12.21 18.82 22.56 29.51 7.65 22.13 12.23 24.63 16.23 27.50 13.15 20.90 7.80 17.80

30725 9.22 17.03 27.62 32.88 43.01 10.00 27.77 15.44 32.55 22.50 35.90 18.20 30.00 9.65 19.95

30730 10.97 20.81 36.52 43.31 56.66 12.66 33.58 18.83 38.88 27.31 46.42 22.20 39.05 11.45 23.70

34118 8.35 14.19 19.45 23.40 30.60 16.01 25.54 18.48 30.60 23.40 30.60 15.25 23.05 11.45 18.85

34120 9.25 17.28 23.85 28.56 37.36 19.55 31.18 20.49 34.58 28.56 37.36 18.45 28.10 14.00 23.25

34125 11.48 25.19 36.01 42.79 55.98 24.82 46.72 29.29 46.72 42.79 55.98 26.65 41.50 16.55 34.85

34130 13.68 33.06 49.58 58.65 76.71 30.20 64.03 39.96 64.03 56.07 76.71 34.80 55.90 19.70 40.85

14.0m span

34118 8.35 12.51 17.91 21.71 28.40 14.23 23.71 14.86 25.04 21.71 28.40 13.65 20.85 10.35 17.25

34120 9.25 15.29 21.97 26.50 34.67 15.89 28.93 18.14 28.93 26.50 34.67 16.55 25.45 11.50 21.25

34125 11.48 22.33 33.22 39.71 51.94 20.17 43.36 27.18 43.36 39.71 51.94 23.90 37.65 14.25 31.90

34130 13.68 29.28 45.77 54.42 71.18 24.74 57.19 34.85 59.42 48.34 71.18 31.15 50.75 17.00 35.20

40120 10.11 18.92 25.40 30.55 39.96 19.19 33.36 20.91 33.80 30.55 39.96 20.30 30.70 14.85 24.80

40125 12.56 28.13 38.48 45.90 60.04 24.21 50.11 31.41 50.11 45.90 60.04 29.85 45.75 20.25 37.80

15.0m span

34118 8.35 11.13 16.56 20.25 26.49 11.65 22.11 13.86 22.11 20.25 26.49 12.35 19.00 9.45 15.85

34120 9.25 13.59 20.34 24.72 32.34 13.02 26.99 16.92 26.99 24.72 32.34 14.95 23.20 10.00 19.60

34125 11.48 19.97 30.79 37.04 48.45 16.60 40.44 25.28 40.44 34.76 48.45 21.65 34.40 12.40 29.45

34130 13.68 26.14 42.46 50.77 66.40 20.46 50.68 30.31 55.43 41.42 63.31 28.15 46.40 14.80 30.65

40120 10.11 16.77 23.52 28.50 37.28 15.70 31.12 19.51 31.12 28.50 37.28 18.25 27.90 13.55 22.75


SECTIONREF.

Mass Kg/m






sINGLe sPAN BUTT PURLIN sYsTeM

24

single span purlin load tables may be used where purlins are required to span in the depth of the rafters, or where continuity of the system cannot be achieved. the tables are valid when the purlins are fixed exactly as described in our technical manual. Working loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5, a deflection limitation of span/180 and with the self weight of the section deducted.material grade s450, minimum yield strength 450n/mm2. For structural engineers wishing to check individual cases, ultimate loads 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.

Notes:

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


3.5m span

12515 2.80 6.56 1.87 1.36 1.25 1.14 1.04 0.94 0.75 14.53 7.07 13.44 14.53 6.65 3.35

12516 2.98 7.00 2.00 1.45 1.33 1.21 1.11 1.00 0.80 15.78 7.61 14.29 15.78 7.10 3.55

14613 3.06 9.30 2.66 1.93 1.77 1.61 1.48 1.33 1.06 14.61 13.55 14.61 14.61 9.40 5.40

14614 3.28 10.49 3.00 2.18 2.00 1.82 1.66 1.50 1.20 16.84 14.59 16.84 16.84 10.60 5.80

14615 3.51 11.53 3.29 2.40 2.20 2.00 1.83 1.65 1.32 19.13 15.63 19.13 19.13 11.65 6.20

14616 3.73 12.52 3.58 2.60 2.39 2.17 1.99 1.79 1.43 21.43 16.67 21.43 21.43 12.65 6.60

14618 4.18 14.46 4.13 3.00 2.75 2.50 2.30 2.07 1.65 26.06 18.79 26.06 26.06 14.60 7.35

4.0m span

14613 3.06 7.33 1.83 1.33 1.22 1.11 1.02 0.92 0.73 12.73 9.37 12.73 12.73 7.45 4.10

14614 3.28 8.27 2.07 1.50 1.38 1.25 1.15 1.03 0.83 14.67 10.12 14.67 14.67 8.40 4.45

14615 3.51 9.06 2.27 1.65 1.51 1.37 1.26 1.13 0.91 16.67 10.87 16.67 16.67 9.20 4.75

14616 3.73 9.81 2.45 1.78 1.63 1.49 1.36 1.23 0.98 18.67 11.64 18.67 18.67 9.95 5.05

14618 4.18 11.04 2.76 2.01 1.84 1.67 1.53 1.38 1.10 22.70 13.22 22.37 22.70 11.20 5.60

14620 4.62 12.22 3.06 2.22 2.04 1.85 1.70 1.53 1.22 26.11 14.86 24.71 26.11 12.40 6.20

4.5m span

14614 3.28 6.71 1.49 1.08 0.99 0.90 0.83 0.75 0.60 13.00 7.19 13.00 13.00 6.85 3.50

14615 3.51 7.30 1.62 1.18 1.08 0.98 0.90 0.81 0.65 14.77 7.74 14.77 14.77 7.45 3.75

14616 3.73 7.74 1.72 1.25 1.15 1.04 0.96 0.86 0.69 16.55 8.31 16.55 16.55 7.90 3.95

14618 4.18 8.67 1.93 1.40 1.28 1.17 1.07 0.96 0.77 20.12 9.49 18.58 20.12 8.85 4.45

14620 4.62 9.55 2.12 1.54 1.41 1.29 1.18 1.06 0.85 23.14 10.73 20.54 23.14 9.75 4.90

17613 3.36 8.60 1.91 1.39 1.27 1.16 1.06 0.96 0.76 13.65 8.69 13.65 13.65 8.75 5.05

17614 3.61 9.59 2.13 1.55 1.42 1.29 1.18 1.07 0.85 15.73 9.38 15.73 15.73 9.75 5.40

17615 3.86 10.58 2.35 1.71 1.57 1.43 1.31 1.18 0.94 17.82 10.08 17.82 17.82 10.75 5.75

17616 4.11 11.52 2.56 1.86 1.71 1.55 1.42 1.28 1.02 19.96 10.79 19.96 19.96 11.70 6.15

17618 4.60 13.35 2.97 2.16 1.98 1.80 1.65 1.48 1.19 24.49 12.24 24.06 24.49 13.55 6.85

17620 5.09 14.93 3.32 2.41 2.21 2.01 1.84 1.66 1.33 29.18 13.74 26.59 29.18 15.15 7.60

17625 6.28 18.43 4.09 2.98 2.73 2.48 2.27 2.05 1.64 38.07 17.79 32.82 38.07 18.70 9.35

LOAD TABLES FOR SINGLE SPAN BUTT PURLIN SYSTEM

SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT




25

Notes:




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



5.0m span

14620 4.62 7.68 1.54 1.12 1.02 0.93 0.85 0.77 0.61 20.77 8.06 17.08 20.77 7.90 3.95

17614 3.61 7.97 1.59 1.16 1.06 0.97 0.89 0.80 0.64 14.12 6.91 14.12 14.12 8.15 4.35

17615 3.86 8.76 1.75 1.27 1.17 1.06 0.97 0.88 0.70 15.99 7.43 15.99 15.99 8.95 4.65

17616 4.11 9.50 1.90 1.38 1.27 1.15 1.06 0.95 0.76 17.92 7.97 17.91 17.92 9.70 4.95

17618 4.60 10.88 2.18 1.58 1.45 1.32 1.21 1.09 0.87 21.99 9.08 20.04 21.99 11.10 5.55

17620 5.09 12.00 2.40 1.75 1.60 1.45 1.33 1.20 0.96 26.20 10.25 22.16 26.20 12.25 6.15

20613 3.67 9.17 1.83 1.33 1.22 1.11 1.02 0.92 0.73 14.00 8.30 14.00 14.00 9.35 5.70

20614 3.94 10.26 2.05 1.49 1.37 1.24 1.14 1.03 0.82 16.09 8.96 16.09 16.09 10.45 6.10

20615 4.22 11.35 2.27 1.65 1.51 1.38 1.26 1.13 0.91 18.22 9.62 18.22 18.22 11.55 6.55

20616 4.49 12.43 2.49 1.81 1.66 1.51 1.38 1.24 0.99 20.43 10.29 20.43 20.43 12.65 6.95

5.5m span

17616 4.11 7.98 1.45 1.06 0.97 0.88 0.81 0.73 0.58 16.26 6.08 14.84 16.26 8.20 4.10

17618 4.60 8.90 1.62 1.18 1.08 0.98 0.90 0.81 0.65 19.94 6.96 16.62 19.94 9.15 4.60

17620 5.09 9.83 1.79 1.30 1.19 1.08 0.99 0.89 0.71 23.76 7.89 18.40 23.76 10.10 5.05

17625 6.28 12.11 2.20 1.60 1.47 1.33 1.22 1.10 0.88 31.00 10.48 22.82 29.74 12.45 6.25

20614 3.94 8.64 1.57 1.14 1.05 0.95 0.87 0.79 0.63 14.59 6.78 14.59 14.59 8.85 5.05

20615 4.22 9.57 1.74 1.27 1.16 1.06 0.97 0.87 0.70 16.52 7.30 16.52 16.52 9.80 5.40

20616 4.49 10.46 1.90 1.38 1.27 1.15 1.06 0.95 0.76 18.54 7.82 18.54 18.54 10.70 5.75

20618 5.02 12.18 2.21 1.61 1.48 1.34 1.23 1.11 0.89 22.79 8.89 21.09 22.79 12.45 6.45

20620 5.56 13.85 2.52 1.83 1.68 1.53 1.40 1.26 1.01 27.23 10.01 23.32 27.23 14.15 7.10

6.0m span

17625 6.28 10.08 1.68 1.22 1.12 1.02 0.93 0.84 0.67 28.37 8.41 18.89 26.30 10.45 5.25

20616 4.49 8.94 1.49 1.08 0.99 0.90 0.83 0.74 0.60 16.96 6.10 15.63 16.96 9.20 4.80

20618 5.02 10.41 1.73 1.26 1.16 1.05 0.96 0.87 0.69 20.85 6.96 17.51 20.85 10.70 5.40

20620 5.56 11.58 1.93 1.40 1.29 1.17 1.07 0.96 0.77 24.92 7.87 19.38 24.92 11.90 5.95

20625 6.87 14.30 2.38 1.73 1.59 1.44 1.32 1.19 0.95 34.31 10.37 24.05 32.73 14.70 7.35

22614 4.22 9.15 1.53 1.11 1.02 0.92 0.85 0.76 0.61 14.99 6.15 14.99 14.99 9.40 5.60

22615 4.51 10.24 1.71 1.24 1.14 1.03 0.95 0.85 0.68 16.98 6.61 16.98 16.98 10.50 6.00

22616 4.80 11.22 1.87 1.36 1.25 1.13 1.04 0.94 0.75 19.05 7.08 18.36 19.05 11.50 6.35

22618 5.38 13.19 2.20 1.60 1.47 1.33 1.22 1.10 0.88 23.43 8.05 20.55 23.43 13.50 7.15

22620 5.95 15.05 2.51 1.82 1.67 1.52 1.39 1.25 1.00 27.97 9.06 22.73 27.97 15.40 7.90

6.5m span

20620 5.56 9.80 1.51 1.10 1.01 0.91 0.84 0.75 0.60 22.97 6.33 15.91 22.97 10.15 5.10

20625 6.87 12.07 1.86 1.35 1.24 1.13 1.03 0.93 0.74 31.63 8.44 19.84 29.11 12.50 6.25

22616 4.80 9.70 1.49 1.08 0.99 0.90 0.83 0.75 0.60 17.56 5.64 15.04 17.56 10.00 5.40

22618 5.38 11.36 1.75 1.27 1.17 1.06 0.97 0.87 0.70 21.59 6.43 16.85 21.59 11.70 6.05

22620 5.95 12.97 2.00 1.45 1.33 1.21 1.11 1.00 0.80 25.78 7.26 18.65 25.78 13.35 6.70

22625 7.36 16.08 2.47 1.80 1.65 1.50 1.37 1.24 0.99 36.37 9.56 23.17 34.20 16.55 8.30

7.0m span

20625 6.87 10.28 1.47 1.07 0.98 0.89 0.82 0.73 0.59 29.33 7.00 16.16 25.94 10.75 5.40

22620 5.95 11.14 1.59 1.16 1.06 0.96 0.88 0.80 0.64 23.90 5.93 15.08 23.90 11.55 5.80

22625 7.36 13.75 1.96 1.43 1.31 1.19 1.09 0.98 0.79 33.73 7.89 18.82 30.47 14.25 7.15

24618 5.59 11.32 1.62 1.18 1.08 0.98 0.90 0.81 0.65 21.34 5.65 14.82 21.34 11.70 6.10

24620 6.19 12.93 1.85 1.34 1.23 1.12 1.03 0.92 0.74 25.46 6.39 16.41 25.46 13.35 6.75

24625 7.65 16.13 2.30 1.68 1.54 1.40 1.28 1.15 0.92 35.94 8.43 20.44 33.28 16.65 8.35


26


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.375 1.5 1.65 1.8 2.0 2.5 GRAVITY UPLIFT



7.5m span

22625 7.36 11.86 1.58 1.15 1.05 0.96 0.88 0.79 0.63 31.44 6.62 15.44 27.16 12.40 6.20

24620 6.19 11.25 1.50 1.09 1.00 0.91 0.83 0.75 0.60 23.74 5.30 13.40 23.74 11.70 5.85

24625 7.65 13.94 1.86 1.35 1.24 1.13 1.03 0.93 0.74 33.50 7.05 16.75 29.66 14.50 7.25

24630 9.09 16.54 2.20 1.60 1.47 1.34 1.22 1.10 0.88 42.39 9.13 20.21 35.19 17.20 8.60

8.0m span

24625 7.65 12.10 1.51 1.10 1.01 0.92 0.84 0.76 0.61 31.38 5.99 13.92 26.42 12.70 6.35

24630 9.09 14.39 1.80 1.31 1.20 1.09 1.00 0.90 0.72 39.70 7.83 16.86 31.37 15.10 7.55

26620 6.58 12.39 1.55 1.13 1.03 0.94 0.86 0.77 0.62 24.50 4.96 12.60 24.48 12.90 6.55

26625 8.14 15.52 1.94 1.41 1.29 1.18 1.08 0.97 0.78 34.60 6.60 15.74 30.22 16.15 8.10

26630 9.68 18.40 2.30 1.67 1.53 1.39 1.28 1.15 0.92 45.10 8.52 18.98 35.86 19.15 9.60

30718 6.72 13.73 1.72 1.25 1.14 1.04 0.95 0.86 0.69 22.98 6.81 18.38 22.98 14.25 8.60

30720 7.44 16.07 2.01 1.46 1.34 1.22 1.12 1.00 0.80 27.76 7.64 20.34 27.76 16.65 9.50

30725 9.22 21.68 2.71 1.97 1.81 1.64 1.51 1.36 1.08 40.46 9.89 25.22 40.46 22.40 11.80

8.5m span

24630 9.09 12.60 1.48 1.08 0.99 0.90 0.82 0.74 0.59 37.34 6.80 14.25 27.92 13.35 6.70

26625 8.14 13.63 1.60 1.17 1.07 0.97 0.89 0.80 0.64 32.53 5.65 13.22 26.84 14.30 7.15

26630 9.68 16.15 1.90 1.38 1.27 1.15 1.06 0.95 0.76 42.41 7.37 16.01 31.87 16.95 8.50

30718 6.72 12.24 1.44 1.05 0.96 0.87 0.80 0.72 0.58 21.61 5.73 15.35 21.61 12.80 7.60

30720 7.44 14.33 1.69 1.23 1.12 1.02 0.94 0.84 0.67 26.10 6.45 17.00 26.10 14.95 8.45

30725 9.22 19.34 2.27 1.65 1.52 1.38 1.26 1.14 0.91 38.04 8.40 21.12 38.04 20.10 10.45

9.0m span

26630 9.68 14.30 1.59 1.16 1.06 0.96 0.88 0.79 0.64 40.02 6.44 13.65 28.25 15.15 7.60

30725 9.22 17.29 1.92 1.40 1.28 1.16 1.07 0.96 0.77 35.90 7.21 17.88 34.54 18.10 9.30

30730 10.97 21.14 2.35 1.71 1.57 1.42 1.30 1.17 0.94 47.29 9.18 21.47 41.00 22.10 11.05

34118 8.35 16.22 1.80 1.31 1.20 1.09 1.00 0.90 0.72 25.55 12.68 25.55 25.55 16.95 10.65

34120 9.25 19.54 2.17 1.58 1.45 1.32 1.21 1.09 0.87 31.18 14.13 31.18 31.18 20.35 12.90

9.5m span

30725 9.22 15.60 1.64 1.19 1.09 0.99 0.91 0.82 0.66 33.99 6.26 15.28 31.10 16.45 8.35

30730 10.97 18.78 1.98 1.44 1.32 1.20 1.10 0.99 0.79 44.77 8.02 18.40 36.92 19.80 9.90

34118 8.35 14.68 1.54 1.12 1.03 0.94 0.86 0.77 0.62 24.19 10.82 24.19 24.19 15.45 9.80

34120 9.25 17.64 1.86 1.35 1.24 1.13 1.03 0.93 0.74 29.52 12.07 29.52 29.52 18.50 11.55

34125 11.48 25.04 2.64 1.92 1.76 1.60 1.46 1.32 1.05 44.24 15.32 40.31 44.24 26.10 14.35

10.0m span

30730 10.97 16.78 1.68 1.22 1.12 1.02 0.93 0.84 0.67 42.51 7.07 15.91 33.17 17.85 8.95

34120 9.25 16.05 1.60 1.17 1.07 0.97 0.89 0.80 0.64 28.03 10.41 28.03 28.03 16.95 10.40

34125 11.48 22.78 2.28 1.66 1.52 1.38 1.27 1.14 0.91 42.00 13.25 35.29 42.00 23.90 12.95

sIDe RAIL sLeeVeD sYsTeM

27

Notes:



sleeved side rail load tables are for buildings with two bays or more and are valid when fixed as shown in our technical manual. loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5. material grade s450, minimum yield strength 450n/mm2. An allowance for a cladding weight of 0.15kn/m2 has been made and the loads are shown for horizontalwind pressures,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.

3.5m span

12515 2.80 12.45 3.56 2.85 2.37 2.16 1.98 1.78 1.42 1.19 18.67 13.60 8.60

12516 2.98 13.52 3.86 3.09 2.58 2.34 2.15 1.93 1.55 1.29 20.28 14.60 9.15

14613 3.06 12.51 3.58 2.86 2.38 2.17 1.99 1.79 1.43 1.19 18.77 16.85 11.55

14614 3.28 14.42 4.12 3.30 2.75 2.50 2.29 2.06 1.65 1.37 21.63 19.05 13.10

4.0m span

12515 2.80 10.85 2.71 2.17 1.81 1.64 1.51 1.36 1.08 0.90 16.27 10.95 6.60

12516 2.98 11.75 2.94 2.35 1.96 1.78 1.63 1.47 1.18 0.98 17.67 11.75 7.00

14613 3.06 10.90 2.73 2.18 1.82 1.65 1.51 1.36 1.09 0.91 16.35 13.50 9.50

14614 3.28 12.57 3.14 2.51 2.09 1.90 1.75 1.57 1.26 1.05 18.85 15.30 10.80

14615 3.51 14.28 3.57 2.86 2.38 2.16 1.98 1.78 1.43 1.19 21.42 17.10 11.85

14616 3.73 16.00 4.00 3.20 2.67 2.42 2.22 2.00 1.60 1.33 24.00 18.80 12.60

4.5m span

14613 3.06 9.66 2.15 1.72 1.43 1.30 1.19 1.07 0.86 0.72 14.49 11.20 8.00

14614 3.28 11.13 2.47 1.98 1.65 1.50 1.37 1.24 0.99 0.82 16.70 12.70 8.90

14615 3.51 12.65 2.81 2.25 1.87 1.70 1.56 1.41 1.12 0.94 18.98 14.15 9.50

14616 3.73 14.17 3.15 2.52 2.10 1.91 1.75 1.57 1.26 1.05 21.26 15.55 10.15

14618 4.18 17.23 3.83 3.06 2.55 2.32 2.13 1.91 1.53 1.28 25.85 18.30 11.50

14620 4.62 19.82 4.40 3.52 2.94 2.67 2.45 2.20 1.76 1.47 29.73 20.60 12.70

17613 3.36 11.69 2.60 2.08 1.73 1.57 1.44 1.30 1.04 0.87 17.54 15.45 10.80

5.0m span

14613 3.06 8.67 1.73 1.39 1.16 1.05 0.96 0.87 0.69 0.58 13.01 9.50 6.90

14614 3.28 9.99 2.00 1.60 1.33 1.21 1.11 1.00 0.80 0.67 14.99 10.75 7.25

14615 3.51 11.36 2.27 1.82 1.51 1.38 1.26 1.14 0.91 0.76 17.03 11.95 7.80

14616 3.73 12.72 2.54 2.04 1.70 1.54 1.41 1.27 1.02 0.85 19.09 13.15 8.30

17613 3.36 10.50 2.10 1.68 1.40 1.27 1.17 1.05 0.84 0.70 15.74 13.05 9.30

17614 3.61 12.10 2.42 1.94 1.61 1.47 1.34 1.21 0.97 0.81 18.15 14.75 10.45

17615 3.86 13.70 2.74 2.19 1.83 1.66 1.52 1.37 1.10 0.91 20.55 16.40 11.60

5.5m span

14613 3.06 7.87 1.43 1.14 0.95 0.87 0.79 0.72 0.57 0.48 11.80 8.20 6.05

14614 3.28 9.07 1.65 1.32 1.10 1.00 0.92 0.82 0.66 0.55 13.60 9.30 6.05

14615 3.51 10.30 1.87 1.50 1.25 1.14 1.04 0.94 0.75 0.62 15.45 10.35 6.45

14616 3.73 11.35 2.06 1.65 1.38 1.25 1.15 1.03 0.83 0.69 17.31 11.35 6.85

17613 3.36 9.52 1.73 1.38 1.15 1.05 0.96 0.87 0.69 0.58 14.28 11.20 8.10

17614 3.61 10.98 2.00 1.60 1.33 1.21 1.11 1.00 0.80 0.67 16.46 12.65 9.15

20613 3.67 10.88 1.98 1.58 1.32 1.20 1.10 0.99 0.79 0.66 16.32 14.05 9.90

LOAD TABLES FOR SIDE RAIL SLEEVED SYSTEM

SECTIONREF.

Mass Kg/m

UDL kN

RAIL CENTRES IN METRES ULTIMATE DEFLECTION

1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS

(kN) L/150 L/300ALLOWABLE LOADINGS (kN/m2)


28


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


6.0m span

17613 3.36 8.71 1.45 1.16 0.97 0.88 0.81 0.73 0.58 0.48 13.07 9.80 7.20

17614 3.61 10.04 1.67 1.34 1.12 1.01 0.93 0.84 0.67 0.56 15.06 11.05 7.85

17615 3.86 11.37 1.90 1.52 1.26 1.15 1.05 0.95 0.76 0.63 17.06 12.30 8.35

17616 4.11 12.74 2.12 1.70 1.42 1.29 1.18 1.06 0.85 0.71 19.11 13.55 8.85

20613 3.67 9.96 1.66 1.33 1.11 1.01 0.92 0.83 0.66 0.55 14.93 12.20 8.75

20614 3.94 11.44 1.91 1.53 1.27 1.16 1.06 0.95 0.76 0.64 17.16 13.80 9.90

20615 4.22 12.95 2.16 1.73 1.44 1.31 1.20 1.08 0.86 0.72 19.43 15.40 11.00

6.5m span

17613 3.36 8.03 1.24 0.99 0.82 0.75 0.69 0.62 0.49 0.41 12.04 8.65 6.30

17614 3.61 9.26 1.42 1.14 0.95 0.86 0.79 0.71 0.57 0.47 13.88 9.80 6.70

17615 3.86 10.48 1.61 1.29 1.08 0.98 0.90 0.81 0.65 0.54 15.72 10.90 7.15

17616 4.11 11.74 1.81 1.45 1.20 1.10 1.00 0.90 0.72 0.60 17.62 12.00 7.60

17618 4.60 14.20 2.18 1.75 1.46 1.32 1.21 1.09 0.87 0.73 21.62 14.20 8.50

20613 3.67 9.18 1.41 1.13 0.94 0.86 0.78 0.71 0.56 0.47 13.77 10.80 7.85

20614 3.94 10.54 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 15.82 12.20 8.85

20615 4.22 11.94 1.84 1.47 1.22 1.11 1.02 0.92 0.73 0.61 17.91 13.60 9.85

7.0m span

20615 4.22 11.07 1.58 1.27 1.05 0.96 0.88 0.79 0.63 0.53 16.61 12.10 8.85

20616 4.49 12.42 1.77 1.42 1.18 1.08 0.99 0.89 0.71 0.59 18.63 13.35 9.30

22614 4.22 10.97 1.57 1.25 1.05 0.95 0.87 0.78 0.63 0.52 16.46 13.10 9.40

22615 4.51 12.43 1.78 1.42 1.18 1.08 0.99 0.89 0.71 0.59 18.65 14.70 10.55

22616 4.80 13.95 1.99 1.59 1.33 1.21 1.11 1.00 0.80 0.66 20.92 16.25 11.65

24615 4.69 13.24 1.89 1.51 1.26 1.15 1.05 0.95 0.76 0.63 19.86 16.25 11.50

24616 4.99 14.86 2.12 1.70 1.42 1.29 1.18 1.06 0.85 0.71 22.29 18.10 12.80

7.5m span

20615 4.22 10.32 1.38 1.10 0.92 0.83 0.76 0.69 0.55 0.46 15.48 10.90 7.70

20616 4.49 11.58 1.54 1.24 1.03 0.94 0.86 0.77 0.62 0.51 17.37 12.00 8.05

22614 4.22 10.23 1.36 1.09 0.91 0.83 0.76 0.68 0.55 0.45 15.35 11.75 8.50

22615 4.51 11.59 1.55 1.24 1.03 0.94 0.86 0.77 0.62 0.52 17.38 13.20 9.60

22616 4.80 13.00 1.73 1.39 1.16 1.05 0.96 0.87 0.69 0.58 19.51 14.60 10.60

24615 4.69 12.34 1.65 1.32 1.10 1.00 0.91 0.82 0.66 0.55 18.52 14.55 10.40

24616 4.99 13.86 1.85 1.48 1.23 1.12 1.03 0.92 0.74 0.62 20.78 16.20 11.65

8.0m span

22615 4.51 10.85 1.36 1.09 0.90 0.82 0.75 0.68 0.54 0.45 16.28 11.95 8.80

22616 4.80 12.18 1.52 1.22 1.02 0.92 0.85 0.76 0.61 0.51 18.27 13.20 9.55

24615 4.69 11.56 1.45 1.16 0.96 0.88 0.80 0.72 0.58 0.48 17.34 13.15 9.50

24616 4.99 12.98 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 19.47 14.65 10.65

24618 5.59 15.96 2.00 1.60 1.33 1.21 1.11 1.00 0.80 0.67 23.95 17.55 12.15

26616 5.30 14.30 1.79 1.43 1.19 1.08 0.99 0.89 0.71 0.60 21.45 17.10 12.05

8.5m span

22616 4.80 11.45 1.35 1.08 0.90 0.82 0.75 0.67 0.54 0.45 17.18 12.00 8.35

24615 4.69 10.87 1.28 1.02 0.85 0.78 0.71 0.64 0.51 0.43 16.31 12.00 8.75

24616 4.99 12.20 1.44 1.15 0.96 0.87 0.80 0.72 0.57 0.48 18.30 13.35 9.80

24620 6.19 17.91 2.11 1.69 1.40 1.28 1.17 1.05 0.84 0.70 26.87 18.60 11.85

26616 5.30 13.45 1.58 1.27 1.05 0.96 0.88 0.79 0.63 0.53 20.17 15.55 11.05


29

Notes:




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


9.0m span

24615 4.69 10.26 1.14 0.91 0.76 0.69 0.63 0.57 0.46 0.38 15.39 10.95 8.10

24616 4.99 11.52 1.28 1.02 0.85 0.78 0.71 0.64 0.51 0.43 17.27 12.20 9.05

24618 5.59 14.17 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 21.25 14.65 9.55

24620 6.19 16.90 1.88 1.50 1.25 1.14 1.04 0.94 0.75 0.63 25.36 17.05 10.55

26616 5.30 12.69 1.41 1.13 0.94 0.85 0.78 0.70 0.56 0.47 19.03 14.20 10.20

26618 5.94 15.62 1.74 1.39 1.16 1.05 0.96 0.87 0.69 0.58 23.43 17.20 12.45

26620 6.58 18.62 2.07 1.66 1.38 1.25 1.15 1.03 0.83 0.69 27.94 20.10 13.30

30718 6.72 17.47 1.94 1.55 1.29 1.18 1.08 0.97 0.78 0.65 26.21 21.25 15.00

9.5m span

24615 4.69 9.71 1.02 0.82 0.68 0.62 0.57 0.51 0.41 0.34 14.57 10.10 7.50

24616 4.99 10.90 1.15 0.92 0.77 0.70 0.64 0.57 0.46 0.38 16.35 11.25 7.90

24625 7.65 20.75 2.18 1.75 1.46 1.32 1.21 1.09 0.87 0.73 33.88 20.75 11.70

26616 5.30 12.01 1.26 1.01 0.84 0.77 0.70 0.63 0.51 0.42 18.02 13.05 9.45

26620 6.58 17.63 1.86 1.48 1.24 1.12 1.03 0.93 0.74 0.62 26.45 18.50 12.00

30718 6.72 16.54 1.74 1.39 1.16 1.06 0.97 0.87 0.70 0.58 24.81 19.50 13.90

10.0m span

26616 5.30 11.40 1.14 0.91 0.76 0.69 0.63 0.57 0.46 0.38 17.11 12.05 8.80

26618 5.94 14.04 1.40 1.12 0.94 0.85 0.78 0.70 0.56 0.47 21.06 14.60 10.50

26620 6.58 16.74 1.67 1.34 1.12 1.01 0.93 0.84 0.67 0.56 25.11 17.10 10.85

30718 6.72 15.70 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 23.56 18.00 12.90

11.0m span

30718 6.72 14.26 1.30 1.04 0.86 0.79 0.72 0.65 0.52 0.43 21.39 15.50 11.30

30720 7.44 17.23 1.57 1.25 1.04 0.95 0.87 0.78 0.63 0.52 25.84 18.35 13.45

34118 8.35 17.86 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 26.80 21.75 15.30

34120 9.25 21.81 1.98 1.59 1.32 1.20 1.10 0.99 0.79 0.66 32.71 26.15 18.65

12.0m span

30718 6.72 13.06 1.09 0.87 0.73 0.66 0.60 0.54 0.44 0.36 19.59 13.55 10.05

30720 7.44 15.78 1.31 1.05 0.88 0.80 0.73 0.66 0.53 0.44 23.67 16.10 11.90

30725 9.22 22.40 1.87 1.49 1.24 1.13 1.04 0.93 0.75 0.62 34.49 22.40 13.55

34118 8.35 16.36 1.36 1.09 0.91 0.83 0.76 0.68 0.55 0.45 24.54 18.90 13.55

34120 9.25 19.97 1.66 1.33 1.11 1.01 0.92 0.83 0.67 0.55 29.96 22.80 16.50

40120 10.11 23.02 1.92 1.53 1.28 1.16 1.07 0.96 0.77 0.64 34.54 28.70 19.80

13.0m span

30718 6.72 12.00 0.92 0.74 0.62 0.56 0.51 0.46 0.37 0.31 18.07 12.00 9.05

30720 7.44 14.25 1.10 0.88 0.73 0.66 0.61 0.55 0.44 0.37 21.83 14.25 9.35

30725 9.22 19.80 1.52 1.22 1.02 0.92 0.85 0.76 0.61 0.51 31.81 19.80 11.55

30730 10.97 25.10 1.93 1.54 1.29 1.17 1.07 0.97 0.77 0.64 41.91 25.10 13.75

34118 8.35 15.09 1.16 0.93 0.77 0.70 0.64 0.58 0.46 0.39 22.64 16.70 12.10

34120 9.25 18.42 1.42 1.13 0.94 0.86 0.79 0.71 0.57 0.47 27.63 20.15 14.80

34125 11.48 27.60 2.12 1.70 1.42 1.29 1.18 1.06 0.85 0.71 41.40 29.05 20.75

40120 10.11 21.24 1.63 1.31 1.09 0.99 0.91 0.82 0.65 0.54 31.85 25.20 17.65


30


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


14.0m span

30720 7.44 12.75 0.91 0.73 0.61 0.55 0.51 0.46 0.36 0.30 20.26 12.75 8.05

30725 9.22 17.75 1.27 1.01 0.85 0.77 0.70 0.63 0.51 0.42 29.52 17.75 9.95

30730 10.97 22.45 1.60 1.28 1.07 0.97 0.89 0.80 0.64 0.53 38.89 22.45 11.85

34118 8.35 14.00 1.00 0.80 0.67 0.61 0.56 0.50 0.40 0.33 21.01 14.90 10.95

34120 9.25 17.09 1.22 0.98 0.81 0.74 0.68 0.61 0.49 0.41 25.64 18.00 13.35

34125 11.48 25.61 1.83 1.46 1.22 1.11 1.02 0.91 0.73 0.61 38.42 25.95 17.10

40120 10.11 19.71 1.41 1.13 0.94 0.85 0.78 0.70 0.56 0.47 29.56 22.40 15.85

40125 12.56 29.60 2.11 1.69 1.41 1.28 1.17 1.06 0.85 0.70 44.41 32.75 23.70

15.0m span

30725 9.22 16.00 1.07 0.85 0.71 0.65 0.59 0.53 0.43 0.36 27.54 16.00 8.65

30730 10.97 20.25 1.35 1.08 0.90 0.82 0.75 0.68 0.54 0.45 36.28 20.25 10.30

34120 9.25 15.95 1.06 0.85 0.71 0.64 0.59 0.53 0.43 0.35 23.92 16.20 12.20

34125 11.48 23.40 1.56 1.25 1.04 0.95 0.87 0.78 0.62 0.52 35.84 23.40 14.90

34130 13.68 30.65 2.04 1.63 1.36 1.24 1.14 1.02 0.82 0.68 49.12 30.65 17.75

40120 10.11 18.38 1.23 0.98 0.82 0.74 0.68 0.61 0.49 0.41 27.57 20.10 14.40

40125 12.56 27.62 1.84 1.47 1.23 1.12 1.02 0.92 0.74 0.61 41.42 29.40 21.55

31

DOUBLe sPAN BUTT sIDe RAIL sYsTeM

Notes:



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 technical manual. loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5. material grade s450, minimum yield strength 450n/mm2. 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 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.

these load tables are not applicable to‘Polycoat’ rails contact Albion technical

LOAD TABLES FOR DOUBLE SPAN BUTT SIDE RAIL SLEEVED SYSTEM

SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


3.5m span

12515 2.80 11.45 3.27 2.62 2.18 1.98 1.82 1.64 1.31 1.09 17.18 12.00 7.50

12516 2.98 12.44 3.55 2.84 2.37 2.15 1.97 1.78 1.42 1.18 18.66 12.85 8.00

14613 3.06 11.51 3.29 2.63 2.19 1.99 1.83 1.64 1.32 1.10 17.27 15.30 10.10

14614 3.28 13.27 3.79 3.03 2.53 2.30 2.11 1.90 1.52 1.26 19.90 17.30 11.40

14615 3.51 15.08 4.31 3.45 2.87 2.61 2.39 2.15 1.72 1.44 22.61 19.25 12.50

4.0m span

12515 2.80 9.55 2.39 1.91 1.59 1.45 1.33 1.19 0.96 0.80 14.97 9.55 6.05

12516 2.98 10.20 2.55 2.04 1.70 1.55 1.42 1.28 1.02 0.85 16.26 10.20 6.45

14613 3.06 10.03 2.51 2.01 1.67 1.52 1.39 1.25 1.00 0.84 15.04 12.20 8.25

14614 3.28 11.56 2.89 2.31 1.93 1.75 1.61 1.45 1.16 0.96 17.34 13.80 9.15

14615 3.51 13.14 3.28 2.63 2.19 1.99 1.82 1.64 1.31 1.09 19.70 15.35 9.95

14616 3.73 14.72 3.68 2.94 2.45 2.23 2.04 1.84 1.47 1.23 22.08 16.85 10.70

14618 4.18 17.89 4.47 3.58 2.98 2.71 2.49 2.24 1.79 1.49 26.84 19.70 12.25

4.5m span

14613 3.06 8.89 1.97 1.58 1.32 1.20 1.10 0.99 0.79 0.66 13.33 10.05 6.90

14614 3.28 10.24 2.28 1.82 1.52 1.38 1.26 1.14 0.91 0.76 15.36 11.35 7.50

14615 3.51 11.64 2.59 2.07 1.72 1.57 1.44 1.29 1.03 0.86 17.46 12.60 8.15

14616 3.73 13.04 2.90 2.32 1.93 1.76 1.61 1.45 1.16 0.97 19.56 13.80 8.80

17613 3.36 10.76 2.39 1.91 1.59 1.45 1.33 1.20 0.96 0.80 16.13 14.00 9.50

17614 3.61 12.40 2.76 2.20 1.84 1.67 1.53 1.38 1.10 0.92 18.60 15.85 10.60

17615 3.86 14.04 3.12 2.50 2.08 1.89 1.73 1.56 1.25 1.04 21.06 17.60 11.70

17616 4.11 15.73 3.50 2.80 2.33 2.12 1.94 1.75 1.40 1.17 23.60 19.40 12.60


32


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


5.0m span

14613 3.06 7.98 1.60 1.28 1.06 0.97 0.89 0.80 0.64 0.53 11.97 8.45 5.80

14614 3.28 9.19 1.84 1.47 1.23 1.11 1.02 0.92 0.74 0.61 13.79 9.55 6.25

14615 3.51 10.45 2.09 1.67 1.39 1.27 1.16 1.04 0.84 0.70 15.67 10.60 6.80

14616 3.73 11.60 2.32 1.86 1.55 1.41 1.29 1.16 0.93 0.77 17.56 11.60 7.40

14618 4.18 13.45 2.69 2.15 1.79 1.63 1.49 1.35 1.08 0.90 21.34 13.45 8.50

14620 4.62 15.00 3.00 2.40 2.00 1.82 1.67 1.50 1.20 1.00 24.55 15.00 9.50

17613 3.36 9.65 1.93 1.54 1.29 1.17 1.07 0.97 0.77 0.64 14.48 11.75 8.10

17614 3.61 11.13 2.23 1.78 1.48 1.35 1.24 1.11 0.89 0.74 16.69 13.30 9.00

17615 3.86 12.60 2.52 2.02 1.68 1.53 1.40 1.26 1.01 0.84 18.91 14.75 9.75

17616 4.11 14.12 2.82 2.26 1.88 1.71 1.57 1.41 1.13 0.94 21.18 16.25 10.55

5.5m span

14613 3.06 7.24 1.32 1.05 0.88 0.80 0.73 0.66 0.53 0.44 10.85 7.25 4.95

14614 3.28 8.20 1.49 1.19 0.99 0.90 0.83 0.75 0.60 0.50 12.51 8.20 5.35

14615 3.51 9.10 1.65 1.32 1.10 1.00 0.92 0.83 0.66 0.55 14.22 9.10 5.85

14616 3.73 9.90 1.80 1.44 1.20 1.09 1.00 0.90 0.72 0.60 15.93 9.90 6.30

17613 3.36 8.76 1.59 1.27 1.06 0.97 0.88 0.80 0.64 0.53 13.14 10.10 7.00

17614 3.61 10.10 1.84 1.47 1.22 1.11 1.02 0.92 0.73 0.61 15.14 11.35 7.65

17615 3.86 11.43 2.08 1.66 1.39 1.26 1.15 1.04 0.83 0.69 17.15 12.60 8.30

20613 3.67 10.01 1.82 1.46 1.21 1.10 1.01 0.91 0.73 0.61 15.01 12.75 8.70

6.0m span

17613 3.36 8.01 1.34 1.07 0.89 0.81 0.74 0.67 0.53 0.45 12.02 8.75 6.05

17614 3.61 9.24 1.54 1.23 1.03 0.93 0.86 0.77 0.62 0.51 13.86 9.85 6.60

17615 3.86 10.46 1.74 1.40 1.16 1.06 0.97 0.87 0.70 0.58 15.69 10.95 7.15

17616 4.11 11.72 1.95 1.56 1.30 1.18 1.09 0.98 0.78 0.65 17.58 12.00 7.75

20613 3.67 9.16 1.53 1.22 1.02 0.93 0.85 0.76 0.61 0.51 13.74 11.05 7.65

20614 3.94 10.52 1.75 1.40 1.17 1.06 0.97 0.88 0.70 0.58 15.79 12.45 8.60

20615 4.22 11.92 1.99 1.59 1.32 1.20 1.10 0.99 0.79 0.66 17.87 13.85 9.50

20616 4.49 13.37 2.23 1.78 1.49 1.35 1.24 1.11 0.89 0.74 20.05 15.30 10.25

22614 4.22 11.81 1.97 1.57 1.31 1.19 1.09 0.98 0.79 0.66 17.71 15.20 10.25

22615 4.51 13.38 2.23 1.78 1.49 1.35 1.24 1.11 0.89 0.74 20.07 17.00 11.50

6.5m span

17613 3.36 7.39 1.14 0.91 0.76 0.69 0.63 0.57 0.45 0.38 11.08 7.70 5.25

17614 3.61 8.51 1.31 1.05 0.87 0.79 0.73 0.65 0.52 0.44 12.77 8.70 5.75

17615 3.86 9.60 1.48 1.18 0.98 0.90 0.82 0.74 0.59 0.49 14.47 9.60 6.25

17616 4.11 10.55 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 16.21 10.55 6.80

20613 3.67 8.44 1.30 1.04 0.87 0.79 0.72 0.65 0.52 0.43 12.66 9.70 6.85

20614 3.94 9.70 1.49 1.19 0.99 0.90 0.83 0.75 0.60 0.50 14.55 10.95 7.65

20615 4.22 10.98 1.69 1.35 1.13 1.02 0.94 0.84 0.68 0.56 16.47 12.15 8.30

20616 4.49 12.32 1.90 1.52 1.26 1.15 1.05 0.95 0.76 0.63 18.48 13.40 8.95

22614 4.22 10.88 1.67 1.34 1.12 1.01 0.93 0.84 0.67 0.56 16.33 13.30 9.10

22615 4.51 12.33 1.90 1.52 1.26 1.15 1.05 0.95 0.76 0.63 18.50 14.90 10.20


33

Notes:




SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


7.0m span

20613 3.67 7.83 1.12 0.89 0.75 0.68 0.62 0.56 0.45 0.37 11.74 8.60 6.15

20614 3.94 9.00 1.29 1.03 0.86 0.78 0.71 0.64 0.51 0.43 13.49 9.70 6.75

20615 4.22 10.19 1.46 1.16 0.97 0.88 0.81 0.73 0.58 0.49 15.28 10.80 7.30

20616 4.49 11.43 1.63 1.31 1.09 0.99 0.91 0.82 0.65 0.54 17.14 11.90 7.90

22614 4.22 10.09 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 15.14 11.80 8.15

22615 4.51 11.44 1.63 1.31 1.09 0.99 0.91 0.82 0.65 0.54 17.15 13.20 9.15

22616 4.80 12.83 1.83 1.47 1.22 1.11 1.02 0.92 0.73 0.61 19.25 14.55 9.95

24615 4.69 12.18 1.74 1.39 1.16 1.05 0.97 0.87 0.70 0.58 18.27 14.65 10.00

7.5m span

20613 3.67 7.30 0.97 0.78 0.65 0.59 0.54 0.49 0.39 0.32 10.95 7.75 5.50

20614 3.94 8.39 1.12 0.89 0.75 0.68 0.62 0.56 0.45 0.37 12.58 8.70 6.00

20615 4.22 9.50 1.27 1.01 0.84 0.77 0.70 0.63 0.51 0.42 14.24 9.65 6.50

20616 4.49 10.65 1.42 1.14 0.95 0.86 0.79 0.71 0.57 0.47 15.98 10.65 7.00

22614 4.22 9.41 1.25 1.00 0.84 0.76 0.70 0.63 0.50 0.42 14.12 10.55 7.40

22615 4.51 10.66 1.42 1.14 0.95 0.86 0.79 0.71 0.57 0.47 15.99 11.80 8.20

22616 4.80 11.96 1.60 1.28 1.06 0.97 0.89 0.80 0.64 0.53 17.95 13.05 8.80

24615 4.69 11.36 1.51 1.21 1.01 0.92 0.84 0.76 0.61 0.50 17.03 13.10 9.00

24616 4.99 12.75 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 19.12 14.55 10.05

24618 5.59 15.68 2.09 1.67 1.39 1.27 1.16 1.05 0.84 0.70 23.52 17.35 11.45

8.0m span

22614 4.22 8.81 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 13.22 9.50 6.75

22615 4.51 9.99 1.25 1.00 0.83 0.76 0.69 0.62 0.50 0.42 14.98 10.65 7.35

22616 4.80 11.20 1.40 1.12 0.93 0.85 0.78 0.70 0.56 0.47 16.81 11.75 7.90

22618 5.38 13.78 1.72 1.38 1.15 1.04 0.96 0.86 0.69 0.57 20.67 13.95 9.05

22620 5.95 16.10 2.01 1.61 1.34 1.22 1.12 1.01 0.81 0.67 24.67 16.10 10.25

24615 4.69 10.64 1.33 1.06 0.89 0.81 0.74 0.66 0.53 0.44 15.95 11.80 8.20

24616 4.99 11.94 1.49 1.19 0.99 0.90 0.83 0.75 0.60 0.50 17.91 13.10 9.00

24618 5.59 14.69 1.84 1.47 1.22 1.11 1.02 0.92 0.73 0.61 22.03 15.65 10.30

24620 6.19 17.52 2.19 1.75 1.46 1.33 1.22 1.10 0.88 0.73 26.28 18.10 11.60

26616 5.30 13.15 1.64 1.32 1.10 1.00 0.91 0.82 0.66 0.55 19.73 15.40 10.40

26618 5.94 16.19 2.02 1.62 1.35 1.23 1.12 1.01 0.81 0.67 24.28 18.55 12.60

sINGLe sPAN BUTT sIDe RAIL sYsTeM

34

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 technical manual. loads have been calculated in accordance with bs en 1993-1-3 : 2006 using a load factor of 1.5. material grade s450, minimum yield strength 450n/mm2. 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 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.

these load tables are not applicable to ‘Polycoat’ rails contact Albion technical

Notes:1. The loads shown in the tables are for wind pressure, forwind suction the tabulated loads should be multiplied by 0.9.2. When using ultimate tables load factors must be applied.

For load tables refer to pages: 43 - 47


The heavy end bay system offers an economic solution to the

larger and multispan type building, with the inner bays being of

a lighter gauge material.

The system caters for spans up to 15m dependant on loading

criteria, and is a fully continuous purlin system, with sleeves at

every joint.

The penultimate rafter is sleeved with a longer sleeve of a

heavier gauge equal to the end bay purlins to cater for the

higher moments in the end bay. The inner bay sleeves are

slightly longer than standard sleeves with double hole punchings

for sleeve connection, and are of the same lighter gauge as

intermediate purlins.

For the system to perform economically only buildings with a

minimum of five bays should be considered.

The heavy end bay system can also be supplied with the inner

bay purlins double spanning with single span purlins introduced

to stagger the rigid joints; as shown in the diagram.

Note: Rigid joint of double span purlins can be in line but

rafters need to be checked for extra stress.

all purlins single span

inner bay purlins double span

The single span butted purlin/rail (non continuous system) is the

most simple of all the systems. Used generally for shorter spans

or where lighter loads apply as in agricutural buildings. It is

economical, easily detailed and purlins can be fitted either over

the rafters or between the rafter webs.

If in doubt of any system please contact our technical design department

single span butted system(purlins & rails)

3.5metric load tables for butt jointed side rail system

UDLkN

SECTIONREF

1.000 1.375 1.500

R A I L C E N T R E S I N M E T R E S

1.675 1.800 2.000 2.500 3.000A L L O W A B L E L O A D I N G S ( k N / m 2 )

U LTIMATE LOADS

( k N )

Single span side rails have been designed as simply supportingmembers fixed between the columns to achieve various sheetinglines. The following load tables are valid when fixed as shownon pages 7, 9 & 10. An allowance for the cladding weight hasbeen made and the loads shown are for horizontal wind loads.All loads have been calculated in accordance with BS 5950 :Part 5 using a load factor of 1.4. For structural engineerswishing to check individual cases ultimate wind pressure is

45 x 45 x 2.0mm angle

fixed with self tapping screws or pop rivets

58

shown in the right hand column.



Notes:1. The loads shown in the tables are for wind pressure, forwind suction the tabulated loads should be multiplied by 0.9.2. When using ultimate tables load factors must be applied.



The heavy end bay system offers an economic solution to the

larger and multispan type building, with the inner bays being of

a lighter gauge material.

The system caters for spans up to 15m dependant on loading

criteria, and is a fully continuous purlin system, with sleeves at

every joint.

The penultimate rafter is sleeved with a longer sleeve of a

heavier gauge equal to the end bay purlins to cater for the

higher moments in the end bay. The inner bay sleeves are

slightly longer than standard sleeves with double hole punchings

for sleeve connection, and are of the same lighter gauge as

intermediate purlins.

For the system to perform economically only buildings with a

minimum of five bays should be considered.

The heavy end bay system can also be supplied with the inner

bay purlins double spanning with single span purlins introduced

to stagger the rigid joints; as shown in the diagram.

Note: Rigid joint of double span purlins can be in line but

rafters need to be checked for extra stress.

all purlins single span

inner bay purlins double span

The single span butted purlin/rail (non continuous system) is the

most simple of all the systems. Used generally for shorter spans

or where lighter loads apply as in agricutural buildings. It is

economical, easily detailed and purlins can be fitted either over

the rafters or between the rafter webs.

If in doubt of any system please contact our technical design department

single span butted system(purlins & rails)

3.5metric load tables for butt jointed side rail system

UDLkN

SECTIONREF

1.000 1.375 1.500

R A I L C E N T R E S I N M E T R E S

1.675 1.800 2.000 2.500 3.000A L L O W A B L E L O A D I N G S ( k N / m 2 )

U LTIMATE LOADS

( k N )

Single span side rails have been designed as simply supportingmembers fixed between the columns to achieve various sheetinglines. The following load tables are valid when fixed as shownon pages 7, 9 & 10. An allowance for the cladding weight hasbeen made and the loads shown are for horizontal wind loads.All loads have been calculated in accordance with BS 5950 :Part 5 using a load factor of 1.4. For structural engineerswishing to check individual cases ultimate wind pressure is



58

shown in the right hand column.



3.5m span

12515 2.80 7.90 2.26 1.81 1.50 1.37 1.25 1.13 0.90 0.75 14.06 7.90 4.00

12516 2.98 8.45 2.41 1.93 1.61 1.46 1.34 1.21 0.97 0.80 15.27 8.45 4.25

14613 3.06 9.42 2.69 2.15 1.79 1.63 1.50 1.35 1.08 0.90 14.13 10.75 6.50

14614 3.28 10.86 3.10 2.48 2.07 1.88 1.72 1.55 1.24 1.03 16.29 12.15 6.95

14615 3.51 12.34 3.53 2.82 2.35 2.14 1.96 1.76 1.41 1.18 18.51 13.40 7.45

14616 3.73 13.82 3.95 3.16 2.63 2.39 2.19 1.97 1.58 1.32 20.74 14.65 7.90

4.0m span

12515 2.80 6.10 1.52 1.22 1.02 0.92 0.85 0.76 0.61 0.51 12.25 6.10 3.05

12516 2.98 6.50 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 13.31 6.50 3.25

14613 3.06 8.21 2.05 1.64 1.37 1.24 1.14 1.03 0.82 0.68 12.31 8.45 4.95

14614 3.28 9.46 2.37 1.89 1.58 1.43 1.31 1.18 0.95 0.79 14.19 9.55 5.30

14615 3.51 10.50 2.63 2.10 1.75 1.59 1.46 1.31 1.05 0.88 16.13 10.50 5.65

14616 3.73 11.45 2.86 2.29 1.91 1.73 1.59 1.43 1.15 0.95 18.07 11.45 6.05

14618 4.18 13.20 3.30 2.64 2.20 2.00 1.83 1.65 1.32 1.10 21.97 13.20 6.75

14620 4.62 14.85 3.71 2.97 2.48 2.25 2.06 1.86 1.49 1.24 25.26 14.85 7.45

LOAD TABLES FOR SINGLE SPAN BUTT SIDE RAIL SYSTEM

SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS



35


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


4.5m span

14613 3.06 6.90 1.53 1.23 1.02 0.93 0.85 0.77 0.61 0.51 10.91 6.90 3.90

14614 3.28 7.75 1.72 1.38 1.15 1.04 0.96 0.86 0.69 0.57 12.57 7.75 4.20

14615 3.51 8.50 1.89 1.51 1.26 1.14 1.05 0.94 0.76 0.63 14.29 8.50 4.45

14616 3.73 9.25 2.06 1.64 1.37 1.25 1.14 1.03 0.82 0.69 16.01 9.25 4.75

14618 4.18 10.60 2.36 1.88 1.57 1.43 1.31 1.18 0.94 0.79 19.46 10.60 5.30

14620 4.62 11.70 2.60 2.08 1.73 1.58 1.44 1.30 1.04 0.87 22.38 11.70 5.85

17613 3.36 8.80 1.96 1.56 1.30 1.19 1.09 0.98 0.78 0.65 13.20 9.90 6.05

17614 3.61 10.15 2.26 1.80 1.50 1.37 1.25 1.13 0.90 0.75 15.22 11.10 6.50

17615 3.86 11.49 2.55 2.04 1.70 1.55 1.42 1.28 1.02 0.85 17.24 12.30 6.90

17616 4.11 12.88 2.86 2.29 1.91 1.73 1.59 1.43 1.14 0.95 19.31 13.45 7.35

17618 4.60 15.70 3.49 2.79 2.33 2.11 1.94 1.74 1.40 1.16 23.70 15.70 8.25

17620 5.09 17.85 3.97 3.17 2.64 2.40 2.20 1.98 1.59 1.32 28.23 17.85 9.10

5.0m span

14613 3.06 5.70 1.14 0.91 0.76 0.69 0.63 0.57 0.46 0.38 9.79 5.70 3.15

14614 3.28 6.45 1.29 1.03 0.86 0.78 0.72 0.64 0.52 0.43 11.29 6.45 3.40

14615 3.51 7.05 1.41 1.13 0.94 0.85 0.78 0.70 0.56 0.47 12.83 7.05 3.60

14616 3.73 7.65 1.53 1.22 1.02 0.93 0.85 0.76 0.61 0.51 14.37 7.65 3.85

14618 4.18 8.55 1.71 1.37 1.14 1.04 0.95 0.85 0.68 0.57 17.47 8.55 4.30

14620 4.62 9.45 1.89 1.51 1.26 1.15 1.05 0.95 0.76 0.63 20.09 9.45 4.75

17613 3.36 7.90 1.58 1.26 1.05 0.96 0.88 0.79 0.63 0.53 11.85 8.25 4.90

17614 3.61 9.11 1.82 1.46 1.21 1.10 1.01 0.91 0.73 0.61 13.66 9.25 5.25

17615 3.86 10.15 2.03 1.62 1.35 1.23 1.13 1.02 0.81 0.68 15.47 10.15 5.60

17616 4.11 11.10 2.22 1.78 1.48 1.35 1.23 1.11 0.89 0.74 17.34 11.10 5.95

17618 4.60 12.90 2.58 2.06 1.72 1.56 1.43 1.29 1.03 0.86 21.27 12.90 6.65

17620 5.09 14.60 2.92 2.34 1.95 1.77 1.62 1.46 1.17 0.97 25.35 14.60 7.35

17625 6.28 18.15 3.63 2.90 2.42 2.20 2.02 1.82 1.45 1.21 33.06 18.15 9.10

5.5m span

14614 3.28 5.50 1.00 0.80 0.67 0.61 0.56 0.50 0.40 0.33 10.24 5.50 2.80

14615 3.51 5.95 1.08 0.87 0.72 0.66 0.60 0.54 0.43 0.36 11.63 5.95 3.00

14616 3.73 6.30 1.15 0.92 0.76 0.69 0.64 0.57 0.46 0.38 13.04 6.30 3.15

14618 4.18 7.05 1.28 1.03 0.85 0.78 0.71 0.64 0.51 0.43 15.85 7.05 3.55

14620 4.62 7.80 1.42 1.13 0.95 0.86 0.79 0.71 0.57 0.47 18.23 7.80 3.90

17613 3.36 7.00 1.27 1.02 0.85 0.77 0.71 0.64 0.51 0.42 10.75 7.00 4.05

17614 3.61 7.80 1.42 1.13 0.95 0.86 0.79 0.71 0.57 0.47 12.39 7.80 4.35

17615 3.86 8.60 1.56 1.25 1.04 0.95 0.87 0.78 0.63 0.52 14.04 8.60 4.60

17616 4.11 9.35 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 15.73 9.35 4.90

17618 4.60 10.85 1.97 1.58 1.32 1.20 1.10 0.99 0.79 0.66 19.30 10.85 5.50

17620 5.09 12.15 2.21 1.77 1.47 1.34 1.23 1.10 0.88 0.74 22.99 12.15 6.10

20613 3.67 8.19 1.49 1.19 0.99 0.90 0.83 0.74 0.60 0.50 12.29 9.00 5.65

20614 3.94 9.41 1.71 1.37 1.14 1.04 0.95 0.86 0.68 0.57 14.12 10.05 6.05

20615 4.22 10.66 1.94 1.55 1.29 1.17 1.08 0.97 0.78 0.65 15.99 11.15 6.45

20616 4.49 11.96 2.17 1.74 1.45 1.32 1.21 1.09 0.87 0.72 17.94 12.20 6.90


36


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


6.0m span

17613 3.36 6.05 1.01 0.81 0.67 0.61 0.56 0.50 0.40 0.34 9.84 6.05 3.40

17614 3.61 6.75 1.12 0.90 0.75 0.68 0.62 0.56 0.45 0.37 11.34 6.75 3.65

17615 3.86 7.40 1.23 0.99 0.82 0.75 0.69 0.62 0.49 0.41 12.84 7.40 3.90

17616 4.11 8.05 1.34 1.07 0.89 0.81 0.75 0.67 0.54 0.45 14.39 8.05 4.15

17618 4.60 9.20 1.53 1.23 1.02 0.93 0.85 0.77 0.61 0.51 17.66 9.20 4.60

17620 5.09 10.20 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 21.04 10.20 5.10

17625 6.28 12.55 2.09 1.67 1.39 1.27 1.16 1.05 0.84 0.70 27.44 12.55 6.30

20613 3.67 7.50 1.25 1.00 0.83 0.76 0.69 0.62 0.50 0.42 11.24 7.75 4.75

20614 3.94 8.61 1.44 1.15 0.96 0.87 0.80 0.72 0.57 0.48 12.92 8.65 5.10

20615 4.22 9.55 1.59 1.27 1.06 0.96 0.88 0.80 0.64 0.53 14.63 9.55 5.45

20616 4.49 10.45 1.74 1.39 1.16 1.06 0.97 0.87 0.70 0.58 16.41 10.45 5.80

20618 5.02 12.25 2.04 1.63 1.36 1.24 1.13 1.02 0.82 0.68 20.18 12.25 6.45

22614 4.22 9.67 1.61 1.29 1.07 0.98 0.89 0.81 0.64 0.54 14.50 10.70 6.70

22615 4.51 10.95 1.82 1.46 1.22 1.11 1.01 0.91 0.73 0.61 16.42 11.95 7.15

22616 4.80 12.29 2.05 1.64 1.37 1.24 1.14 1.02 0.82 0.68 18.43 13.10 7.65

6.5m span

17614 3.61 5.90 0.91 0.73 0.61 0.55 0.50 0.45 0.36 0.30 10.45 5.90 3.10

17615 3.86 6.45 0.99 0.79 0.66 0.60 0.55 0.50 0.40 0.33 11.84 6.45 3.30

17616 4.11 7.00 1.08 0.86 0.72 0.65 0.60 0.54 0.43 0.36 13.26 7.00 3.50

17618 4.60 7.85 1.21 0.97 0.81 0.73 0.67 0.60 0.48 0.40 16.27 7.85 3.95

17620 5.09 8.65 1.33 1.06 0.89 0.81 0.74 0.67 0.53 0.44 19.39 8.65 4.35

17625 6.28 10.70 1.65 1.32 1.10 1.00 0.91 0.82 0.66 0.55 25.30 10.70 5.35

20613 3.67 6.75 1.04 0.83 0.69 0.63 0.58 0.52 0.42 0.35 10.36 6.75 4.05

20614 3.94 7.55 1.16 0.93 0.77 0.70 0.65 0.58 0.46 0.39 11.91 7.55 4.35

20615 4.22 8.30 1.28 1.02 0.85 0.77 0.71 0.64 0.51 0.43 13.48 8.30 4.65

20616 4.49 9.10 1.40 1.12 0.93 0.85 0.78 0.70 0.56 0.47 15.13 9.10 4.90

20618 5.02 10.60 1.63 1.30 1.09 0.99 0.91 0.82 0.65 0.54 18.60 10.60 5.50

20620 5.56 12.05 1.85 1.48 1.24 1.12 1.03 0.93 0.74 0.62 22.22 12.05 6.10

22614 4.22 8.91 1.37 1.10 0.91 0.83 0.76 0.69 0.55 0.46 13.36 9.30 5.70

22615 4.51 10.09 1.55 1.24 1.04 0.94 0.86 0.78 0.62 0.52 15.14 10.40 6.10

22616 4.80 11.33 1.74 1.39 1.16 1.06 0.97 0.87 0.70 0.58 16.99 11.40 6.50

22618 5.38 13.40 2.06 1.65 1.37 1.25 1.15 1.03 0.82 0.69 20.89 13.40 7.30


37


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


7.0m span

20614 3.94 6.65 0.95 0.76 0.63 0.58 0.53 0.47 0.38 0.32 11.04 6.65 3.75

20615 4.22 7.35 1.05 0.84 0.70 0.64 0.58 0.52 0.42 0.35 12.50 7.35 4.00

20616 4.49 8.00 1.14 0.91 0.76 0.69 0.63 0.57 0.46 0.38 14.03 8.00 4.25

20618 5.02 9.30 1.33 1.06 0.89 0.81 0.74 0.66 0.53 0.44 17.25 9.30 4.75

20620 5.56 10.45 1.49 1.19 1.00 0.90 0.83 0.75 0.60 0.50 20.61 10.45 5.25

20625 6.87 12.90 1.84 1.47 1.23 1.12 1.02 0.92 0.74 0.61 28.38 12.90 6.45

22614 4.22 8.15 1.16 0.93 0.78 0.71 0.65 0.58 0.47 0.39 12.39 8.15 4.90

22615 4.51 9.15 1.31 1.05 0.87 0.79 0.73 0.65 0.52 0.44 14.04 9.15 5.25

22616 4.80 10.00 1.43 1.14 0.95 0.87 0.79 0.71 0.57 0.48 15.75 10.00 5.60

22618 5.38 11.75 1.68 1.34 1.12 1.02 0.93 0.84 0.67 0.56 19.37 11.75 6.25

22620 5.95 13.45 1.92 1.54 1.28 1.16 1.07 0.96 0.77 0.64 23.13 13.45 6.95

24615 4.69 9.97 1.42 1.14 0.95 0.86 0.79 0.71 0.57 0.47 14.95 10.15 6.15

24616 4.99 11.19 1.60 1.28 1.07 0.97 0.89 0.80 0.64 0.53 16.78 11.30 6.55

24618 5.59 13.35 1.91 1.53 1.27 1.16 1.06 0.95 0.76 0.64 20.65 13.35 7.30

24620 6.19 15.35 2.19 1.75 1.46 1.33 1.22 1.10 0.88 0.73 24.64 15.35 8.10

7.5m span

20616 4.49 7.10 0.95 0.76 0.63 0.57 0.53 0.47 0.38 0.32 13.08 7.10 3.70

20618 5.02 8.25 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 16.08 8.25 4.15

20620 5.56 9.10 1.21 0.97 0.81 0.74 0.67 0.61 0.49 0.40 19.21 9.10 4.55

20625 6.87 11.25 1.50 1.20 1.00 0.91 0.83 0.75 0.60 0.50 26.45 11.25 5.65

22614 4.22 7.25 0.97 0.77 0.64 0.59 0.54 0.48 0.39 0.32 11.55 7.25 4.30

22615 4.51 8.10 1.08 0.86 0.72 0.65 0.60 0.54 0.43 0.36 13.09 8.10 4.60

22616 4.80 8.90 1.19 0.95 0.79 0.72 0.66 0.59 0.47 0.40 14.69 8.90 4.90

22618 5.38 10.40 1.39 1.11 0.92 0.84 0.77 0.69 0.55 0.46 18.06 10.40 5.45

22620 5.95 11.90 1.59 1.27 1.06 0.96 0.88 0.79 0.63 0.53 21.56 11.90 6.05

22625 7.36 14.90 1.99 1.59 1.32 1.20 1.10 0.99 0.79 0.66 30.42 14.90 7.45

24615 4.69 9.00 1.20 0.96 0.80 0.73 0.67 0.60 0.48 0.40 13.94 9.00 5.35

24616 4.99 10.00 1.33 1.07 0.89 0.81 0.74 0.67 0.53 0.44 15.65 10.00 5.70

24618 5.59 11.80 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 19.25 11.80 6.35

24620 6.19 13.55 1.81 1.45 1.20 1.09 1.00 0.90 0.72 0.60 22.97 13.55 7.05

8.0m span

24615 4.69 8.05 1.01 0.80 0.67 0.61 0.56 0.50 0.40 0.34 13.06 8.05 4.70

24616 4.99 8.95 1.12 0.89 0.75 0.68 0.62 0.56 0.45 0.37 14.66 8.95 5.00

24618 5.59 10.55 1.32 1.06 0.88 0.80 0.73 0.66 0.53 0.44 18.03 10.55 5.60

24620 6.19 12.10 1.51 1.21 1.01 0.92 0.84 0.76 0.61 0.50 21.51 12.10 6.20

24625 7.65 15.25 1.91 1.53 1.27 1.16 1.06 0.95 0.76 0.64 30.36 15.25 7.65

26616 5.30 10.55 1.32 1.06 0.88 0.80 0.73 0.66 0.53 0.44 16.15 10.55 6.35

26618 5.94 12.65 1.58 1.27 1.05 0.96 0.88 0.79 0.63 0.53 19.87 12.65 7.10

26620 6.58 14.75 1.84 1.48 1.23 1.12 1.02 0.92 0.74 0.61 23.70 14.75 7.85

30718 6.72 14.82 1.85 1.48 1.24 1.12 1.03 0.93 0.74 0.62 22.24 16.30 10.00

30720 7.44 17.91 2.24 1.79 1.49 1.36 1.24 1.12 0.90 0.75 26.86 19.10 11.40


38


SECTIONREF.

Mass Kg/m

UDL kN


1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0LOADS


8.5m span

22618 5.38 8.35 0.98 0.79 0.65 0.60 0.55 0.49 0.39 0.33 15.91 8.35 4.25

22620 5.95 9.35 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 18.99 9.35 4.70

24616 4.99 8.05 0.95 0.76 0.63 0.57 0.53 0.47 0.38 0.32 13.78 8.05 4.40

24618 5.59 9.50 1.12 0.89 0.75 0.68 0.62 0.56 0.45 0.37 16.95 9.50 4.95

24620 6.19 10.85 1.28 1.02 0.85 0.77 0.71 0.64 0.51 0.43 20.23 10.85 5.50

26616 5.30 9.45 1.11 0.89 0.74 0.67 0.62 0.56 0.44 0.37 15.18 9.45 5.60

26618 5.94 11.40 1.34 1.07 0.89 0.81 0.75 0.67 0.54 0.45 18.69 11.40 6.30

26620 6.58 13.25 1.56 1.25 1.04 0.94 0.87 0.78 0.62 0.52 22.29 13.25 6.95

26625 8.14 17.15 2.02 1.61 1.35 1.22 1.12 1.01 0.81 0.67 31.48 17.15 8.60

30718 6.72 13.94 1.64 1.31 1.09 0.99 0.91 0.82 0.66 0.55 20.91 14.65 9.05

9.0m span

24618 5.59 8.60 0.96 0.76 0.64 0.58 0.53 0.48 0.38 0.32 16.00 8.60 4.40

24620 6.19 9.75 1.08 0.87 0.72 0.66 0.60 0.54 0.43 0.36 19.09 9.75 4.90

24625 7.65 12.05 1.34 1.07 0.89 0.81 0.74 0.67 0.54 0.45 26.94 12.05 6.05

26616 5.30 8.55 0.95 0.76 0.63 0.58 0.53 0.47 0.38 0.32 14.33 8.55 5.00

26618 5.94 10.30 1.14 0.92 0.76 0.69 0.64 0.57 0.46 0.38 17.64 10.30 5.60

26620 6.58 12.00 1.33 1.07 0.89 0.81 0.74 0.67 0.53 0.44 21.03 12.00 6.20

26625 8.14 15.30 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 29.71 15.30 7.65

30718 6.72 13.16 1.46 1.17 0.97 0.89 0.81 0.73 0.58 0.49 19.73 13.20 8.15

30720 7.44 15.50 1.72 1.38 1.15 1.04 0.96 0.86 0.69 0.57 23.83 15.50 9.00

9.5m span

24620 6.19 8.75 0.92 0.74 0.61 0.56 0.51 0.46 0.37 0.31 18.07 8.75 4.40

24625 7.65 10.80 1.14 0.91 0.76 0.69 0.63 0.57 0.45 0.38 25.51 10.80 5.40

24630 9.09 12.80 1.35 1.08 0.90 0.82 0.75 0.67 0.54 0.45 32.27 12.80 6.40

26618 5.94 9.40 0.99 0.79 0.66 0.60 0.55 0.49 0.40 0.33 16.70 9.40 5.00

26620 6.58 10.90 1.15 0.92 0.76 0.70 0.64 0.57 0.46 0.38 19.91 10.90 5.55

26625 8.14 13.70 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 28.12 13.70 6.85

26630 9.68 16.30 1.72 1.37 1.14 1.04 0.95 0.86 0.69 0.57 36.66 16.30 8.15

30718 6.72 12.05 1.27 1.01 0.85 0.77 0.70 0.63 0.51 0.42 18.68 12.05 7.30

30720 7.44 14.05 1.48 1.18 0.99 0.90 0.82 0.74 0.59 0.49 22.56 14.05 8.10

30725 9.22 18.95 1.99 1.60 1.33 1.21 1.11 1.00 0.80 0.66 32.88 18.95 10.00

34118 8.35 15.60 1.64 1.31 1.09 1.00 0.91 0.82 0.66 0.55 23.40 17.60 10.90

34120 9.25 19.04 2.00 1.60 1.34 1.21 1.11 1.00 0.80 0.67 28.56 21.05 13.15

10.0m span

26620 6.58 10.00 1.00 0.80 0.67 0.61 0.56 0.50 0.40 0.33 18.91 10.00 5.00

26625 8.14 12.35 1.24 0.99 0.82 0.75 0.69 0.62 0.49 0.41 26.70 12.35 6.20

26630 9.68 14.70 1.47 1.18 0.98 0.89 0.82 0.74 0.59 0.49 34.80 14.70 7.35

30718 6.72 11.00 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 17.74 11.00 6.60

30720 7.44 12.85 1.29 1.03 0.86 0.78 0.71 0.64 0.51 0.43 21.42 12.85 7.30

30725 9.22 17.25 1.73 1.38 1.15 1.05 0.96 0.86 0.69 0.58 31.22 17.25 9.05

30730 10.97 21.40 2.14 1.71 1.43 1.30 1.19 1.07 0.86 0.71 41.13 21.40 10.75

34118 8.35 14.81 1.48 1.18 0.99 0.90 0.82 0.74 0.59 0.49 22.22 16.10 10.00

34120 9.25 18.08 1.81 1.45 1.21 1.10 1.00 0.90 0.72 0.60 27.12 19.25 12.15

39

C seCTION FLOOR BeAMs - LOAD sPAN TABLes

NOTes TO LOAD sPAN TABLes

these load span tables are valid only when the beams are installed in accordance with Albion technical manual, c Section floor beams.

n SectionsaredesignedtoBSEN1993-1-3:2006inconjunctionwithfullscaletestingofinsettypecleats

n Ultimateloadsarenotedasauniformlydistributedload(kN)foreachspan

n Aloadfactorof1.5isusedagainstultimatestrength

n MaximumunfactoredloadsinkN/m2arenotedlimitedbythedeflectioncriteriaspan/200,250or360andfor

400,500,600and1000mmcentresofbeams

n Theselfweightofthesectionhasbeendeducted

n Thedesignassumesthatfulllateralrestraintisprovidedtothetopflangesofbeams.Thisisusuallyprovidedby38mm

thickparticleboardorsimilarwithdirectfixing(selftappingscrews)tothetopflanges

n FixingboltsM12orM16,grade8.8,andwithwasherunderbothheadandnut

n Allappliedloadsareuniformlydistributed.Ifanyotherloadingpatternistobeconsidered,consultAlbionTechnical

n Forthepurposeofthetableweofferalimitedrangeforeachspan.HoweverallofthesectionslistedinourTechnicalManaualareavailableandothersectionsmaybettersuitaparticularapplication.

ConsultAlbionoruseAlbionEngineerversion4

sINGLe sPANNING BeAMs WITH CLeATs (INseT OR OVeRsAIL)

40

3.0m span

14613 3.06 15.46 8.59 6.87 5.72 3.43 7.68 6.14 5.12 3.07 5.76 4.61 3.84 2.3

14614 3.28 17.83 9.9 7.92 6.6 3.96 8.67 6.94 5.78 3.47 6.17 4.94 4.11 2.47

14615 3.51 20.26 11.21 8.96 7.47 4.48 9.5 7.6 6.33 3.8 6.58 5.26 4.39 2.63

14616 3.73 22.71 12.2 9.76 8.13 4.88 10.16 8.13 6.77 4.06 7.03 5.63 4.69 2.81

14618 4.18 27.63 14.06 11.25 9.38 5.63 11.36 9.08 7.57 4.54 7.86 6.28 5.24 3.14

14620 4.62 31.78 15.68 12.54 10.45 6.27 12.51 10.01 8.34 5 8.68 6.94 5.79 3.47

17613 3.36 18.72 10.4 8.32 6.93 4.16 10.4 8.32 6.93 4.16 8.71 6.97 5.81 3.48

3.5m span

17613 3.36 15.92 7.58 6.06 5.05 3.03 7.24 5.79 4.83 2.9 5.6 4.48 3.73 2.24

17614 3.61 18.36 8.74 6.99 5.83 3.5 8.09 6.47 5.39 3.24 5.98 4.79 3.99 2.39

17615 3.86 20.8 9.91 7.92 6.6 3.96 8.91 7.12 5.94 3.56 6.41 5.12 4.27 2.56

17616 4.11 23.32 11.1 8.88 7.4 4.44 9.68 7.75 6.46 3.87 6.83 5.46 4.55 2.73

20613 3.67 18.2 8.67 6.93 5.78 3.47 8.67 6.93 5.78 3.47 7.3 5.84 4.87 2.92

20614 3.94 20.92 9.96 7.97 6.64 3.99 9.96 7.97 6.64 3.99 8.15 6.52 5.44 3.26

22614 4.22 23.49 11.18 8.95 7.46 4.47 11.18 8.95 7.46 4.47 9.93 7.95 6.62 3.97

4.0m span

17616 4.11 20.26 7.87 6.29 5.25 3.15 6.52 5.22 4.35 2.61 4.52 3.62 3.02 1.81

17618 4.6 24.89 9.11 7.28 6.07 3.64 7.32 5.86 4.88 2.93 5.04 4.03 3.36 2.02

17620 5.09 29.67 10.13 8.1 6.75 4.05 8.09 6.48 5.4 3.24 5.59 4.48 3.73 2.24

17625 6.28 38.73 12.5 10 8.33 5 9.97 7.98 6.65 3.99 6.88 5.5 4.58 2.75

20613 3.67 15.81 6.59 5.27 4.39 2.64 6.44 5.15 4.29 2.58 5.16 4.13 3.44 2.06

20614 3.94 18.18 7.57 6.06 5.05 3.03 7.18 5.75 4.79 2.87 5.59 4.47 3.73 2.24

20615 4.22 20.6 8.58 6.87 5.72 3.43 7.93 6.34 5.29 3.17 5.99 4.79 3.99 2.4

20616 4.49 23.12 9.63 7.71 6.42 3.85 8.67 6.94 5.78 3.47 6.36 5.09 4.24 2.54

20618 5.02 28.45 11.85 9.48 7.9 4.74 10.13 8.1 6.75 4.05 7.13 5.7 4.75 2.85

20620 5.56 34.02 13.77 11.02 9.18 5.51 11.39 9.12 7.6 4.56 7.86 6.29 5.24 3.15

4.5m span

20616 4.49 20.43 7.36 5.89 4.91 2.94 6.28 5.02 4.19 2.51 4.42 3.53 2.95 1.77

20618 5.02 25.14 8.63 6.9 5.75 3.45 7.18 5.75 4.79 2.87 4.96 3.97 3.31 1.98

20620 5.56 30.07 9.84 7.87 6.56 3.93 7.92 6.34 5.28 3.17 5.47 4.38 3.65 2.19

20625 6.87 41.45 12.28 9.82 8.18 4.91 9.8 7.84 6.54 3.92 6.75 5.4 4.5 2.7

22614 4.22 18.03 6.68 5.34 4.45 2.67 6.4 5.12 4.26 2.56 5.04 4.03 3.36 2.01

22615 4.51 20.44 7.57 6.06 5.05 3.03 7.17 5.73 4.78 2.87 5.53 4.42 3.69 2.21

22616 4.8 22.96 8.5 6.8 5.67 3.4 7.85 6.28 5.24 3.14 5.88 4.71 3.92 2.35

22618 5.38 28.26 10.47 8.37 6.98 4.19 9.2 7.36 6.13 3.68 6.56 5.25 4.38 2.63

24615 4.69 21.78 8.07 6.45 5.38 3.23 7.94 6.35 5.29 3.18 6.19 4.95 4.13 2.48

24616 4.99 24.46 9.06 7.25 6.04 3.62 8.82 7.06 5.88 3.53 6.85 5.48 4.57 2.74

SECTIONREF.

MASSkg/m

ULTLOAD

kN

LIMITING DEFLECTION kN/m2 (working loads)

L/200 L/250 L/360

BEAM CENTRES

400 500 600 1000 400 500 600 1000 400 500 600 1000

41

sINGLe sPANNING BeAMs WITH CLeATs (INseT OR OVeRsAIL)

5.0m span

24615 4.69 19.49 6.5 5.2 4.33 2.6 5.94 4.75 3.96 2.37 4.66 3.73 3.11 1.86

24616 4.99 21.9 7.3 5.84 4.87 2.92 6.6 5.28 4.4 2.64 4.95 3.96 3.3 1.98

24618 5.59 26.97 8.99 7.19 5.99 3.6 7.81 6.25 5.21 3.13 5.54 4.43 3.69 2.22

24620 6.19 32.22 10.57 8.46 7.05 4.23 8.9 7.12 5.93 3.56 6.15 4.92 4.1 2.46

24630 9.09 57.66 16.38 13.1 10.92 6.55 13.05 10.44 8.7 5.22 9 7.2 6 3.6

26616 5.3 24.14 8.05 6.44 5.36 3.22 7.72 6.18 5.15 3.09 5.94 4.76 3.96 2.38

26618 5.94 29.75 9.92 7.93 6.61 3.97 9.33 7.46 6.22 3.73 7.08 5.66 4.72 2.83

26630 9.68 65.53 20.86 16.69 13.91 8.35 16.64 13.31 11.09 6.66 11.49 9.19 7.66 4.6

30718 6.72 33.28 11.09 8.87 7.4 4.44 11.09 8.87 7.4 4.44 9.21 7.37 6.14 3.68

30720 7.44 40.24 13.41 10.73 8.94 5.37 13.41 10.73 8.94 5.37 10.74 8.59 7.16 4.3

5.5m span

26616 5.3 21.83 6.62 5.29 4.41 2.65 5.92 4.73 3.94 2.37 4.57 3.66 3.05 1.83

26618 5.94 26.91 8.16 6.52 5.44 3.26 7.17 5.74 4.78 2.87 5.26 4.21 3.51 2.11

26620 6.58 32.13 9.74 7.79 6.49 3.89 8.36 6.69 5.57 3.34 5.82 4.65 3.88 2.33

26625 8.14 45.46 13.03 10.42 8.69 5.21 10.46 8.37 6.97 4.18 7.21 5.77 4.81 2.88

26630 9.68 59.32 15.58 12.46 10.39 6.23 12.42 9.94 8.28 4.97 8.56 6.85 5.71 3.42

30718 6.72 30.1 9.12 7.3 6.08 3.65 9.12 7.3 6.08 3.65 7.09 5.67 4.72 2.83

30720 7.44 36.41 11.03 8.83 7.36 4.41 10.75 8.6 7.17 4.3 8.27 6.62 5.51 3.31

30725 9.22 53.18 16.12 12.89 10.74 6.45 14.52 11.62 9.68 5.81 10.57 8.46 7.05 4.23

30730 10.97 70.14 21.25 17 14.17 8.5 18.07 14.46 12.05 7.23 12.57 10.06 8.38 5.03

34118 8.35 37.71 11.43 9.14 7.62 4.57 11.43 9.14 7.62 4.57 10.27 8.22 6.85 4.11

6.0m span

26616 5.3 19.91 5.47 4.38 3.65 2.19 4.64 3.71 3.09 1.86 3.58 2.86 2.39 1.43

26618 5.94 24.55 6.63 5.3 4.42 2.65 5.63 4.5 3.75 2.25 4.02 3.22 2.68 1.61

26620 6.58 29.32 7.71 6.17 5.14 3.09 6.46 5.17 4.31 2.59 4.44 3.55 2.96 1.78

26625 8.14 41.49 10.05 8.04 6.7 4.02 7.99 6.39 5.33 3.2 5.49 4.39 3.66 2.2

30718 6.72 27.46 7.63 6.1 5.09 3.05 7.19 5.75 4.79 2.88 5.61 4.48 3.74 2.24

30720 7.44 33.22 9.23 7.38 6.15 3.69 8.42 6.74 5.61 3.37 6.53 5.22 4.35 2.61

30725 9.22 48.54 13.48 10.79 8.99 5.39 11.34 9.07 7.56 4.53 8.09 6.47 5.39 3.23

30730 10.97 64.04 16.98 13.58 11.32 6.79 13.94 11.15 9.29 5.58 9.61 7.68 6.4 3.84

34118 8.35 34.4 9.56 7.64 6.37 3.82 9.56 7.64 6.37 3.82 8.09 6.47 5.39 3.23

34120 9.25 42.06 11.68 9.35 7.79 4.67 11.68 9.35 7.79 4.67 9.79 7.84 6.53 3.92

SECTIONREF.

MASSkg/m

ULTLOAD

kN

LIMITING DEFLECTION kN/m2 (working loads)

L/200 L/250 L/360

BEAM CENTRES

400 500 600 1000 400 500 600 1000 400 500 600 1000

Albion SectionS limitedcold Rolled SectionS foR the conStRuction And engineeRing induStRieS

Albion roAd, West bromWich, West midlAnds b70 8bdtel: 0121 553 1877 Fax sales/General: 0121 553 5507

e–mail: [email protected] www.albionsections.co.uk

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