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TRANSCRIPT
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
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
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
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
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
sLeeVeD PURLIN sYsTeM
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
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
sLeeVeD PURLIN sYsTeM
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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
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
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
sLeeVeD PURLIN sYsTeM
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
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
sLeeVeD PURLIN sYsTeM
15
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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
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
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
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
DOUBLe sPAN BUTT PURLIN sYsTeM
17
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
LOAD TABLES FOR DOUBLE SPAN BUTT 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
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
DOUBLe sPAN BUTT PURLIN sYsTeM
18
LOAD TABLES FOR DOUBLE SPAN BUTT 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
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
DOUBLe sPAN BUTT PURLIN sYsTeM
19
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
LOAD TABLES FOR DOUBLE SPAN BUTT 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
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.
these load tables are not applicable to ‘Polycoat’ Purlins contact Albion technical
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
HeAVY eND BAY PURLIN sYsTeM
21
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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
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
HeAVY eND BAY PURLIN sYsTeM
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
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
HeAVY eND BAY PURLIN sYsTeM
23
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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
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
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.
these load tables are not applicable to ‘Polycoat’ Purlins contact Albion technical
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
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
sINGLe sPAN BUTT PURLIN sYsTeM
25
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
LOAD TABLES FOR SINGLE SPAN BUTT 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
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
sINGLe sPAN BUTT PURLIN sYsTeM
26
LOAD TABLES FOR SINGLE SPAN BUTT 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
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:
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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)
sIDe RAIL sLeeVeD sYsTeM
28
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)
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
sIDe RAIL sLeeVeD sYsTeM
29
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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)
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
sIDe RAIL sLeeVeD sYsTeM
30
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)
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:
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
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
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)
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
DOUBLe sPAN BUTT sIDe RAIL sYsTeM
32
LOAD TABLES FOR DOUBLE SPAN BUTT 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)
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
DOUBLe sPAN BUTT sIDe RAIL sYsTeM
33
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.
these load tables are not applicable to‘Polycoat’ Purlins contact Albion technical
LOAD TABLES FOR DOUBLE SPAN BUTT 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)
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
For load tables refer to pages: 45 - 48
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.
45 x 45 x 2.0mm angle
fixed with self tapping screws or pop rivets
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
For load tables refer to pages: 45 - 48
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.
45 x 45 x 2.0mm angle
fixed with self tapping screws or pop rivets
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
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)
sINGLe sPAN BUTT sIDe RAIL sYsTeM
35
LOAD TABLES FOR SINGLE SPAN BUTT SIDE RAIL 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)
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
sINGLe sPAN BUTT sIDe RAIL sYsTeM
36
LOAD TABLES FOR SINGLE SPAN BUTT SIDE RAIL 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)
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
sINGLe sPAN BUTT sIDe RAIL sYsTeM
37
LOAD TABLES FOR SINGLE SPAN BUTT SIDE RAIL 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)
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
sINGLe sPAN BUTT sIDe RAIL sYsTeM
38
LOAD TABLES FOR SINGLE SPAN BUTT SIDE RAIL 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)
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
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