z purlins c sections eaves beams raising your · pdf filec sections eaves beams raising your...

36
Z Purlins C Sections Eaves Beams RAISING YOUR EXPECTATIONS SECTION PROPERTIES AND LOAD TABLES www.albionsections.co.uk

Upload: dinhcong

Post on 30-Mar-2018

222 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

Z PurlinsC Sections

Eaves Beams

raiSing your ExPECtationS

SECtion ProPErtiES a n d l o a d ta B l E S w w w. a l b i o n s e c t i o n s . c o . u k

Page 2: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

3

AS 2/2010

texttext

4

zed section properties and dimensions 1C section properties and dimensions 2eaves beams properties and dimensions 3

eaves beams 4purlins: sleeved system 5 - 9purlins: double span butt joint system 10 - 12purlins: heavy end bay system 13 - 16purlins: single span butt joint system 17 - 20rails: sleeved system 21 - 25rails: double span butt joint system 26 - 28rails: single span butt joint system 29 - 32

This brochure presents load span capacities for Albion Sections eaves beam, purlin and side rail systems. Purlin and side rail tables have bean calibrated following extensive full scale testing undertaken at Birmingham University, under the supervision of Dr Jian Yang.

Section properties are calculated in accordance with BS 5950 : Part 5, material grade S450 having a minimum yield stress of 450N/mm2.

Note that these load tables are only valid when the components are installed exactly as outlined in Albion Sections Technical Manual.

These load tables are not applicable to Albion Polycoat purlins, rails or eaves beams.See separate brochure.

Introduction to load tables

Contents

Page 3: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

4

AS 2/2010

texttext

Page 4: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/20101

zed sections

Zed section purlins and rail members are designed for use as secondary

sheeting supports for spans up to 15m depending on loading criteria.

The performance of all purlins and rail sections conform to the procedure

laid down in BS 5950 Part 5 in conjunction with full scale testing.

Albion Sections zed purlin and rail sections are manufactured by cold roll

forming pre-hot dipped galvanised steel S450 having a guaranteed minimum

yield strength of 450N/mm2 and Z275 galvanised coating.

Zed section dimensions and properties

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 minimum yield 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

x

y

y

x

FLANGE

SECtion rEF

WEigHt Kg/m

dEPtH mm

FlangE mm

liPS mm

tHiCKnESS mm

arEa cm2

lxx cm4

Zxx cm3

Zxxc cm3

iyy cm4

Zyy cm3

rxx cm

ryycm

Po N/mm2

Q

Z12515 2.80 120 50 15 1.5 3.66 83.57 13.93 13.43 21.47 4.36 4.78 2.42 422.87 0.71Z12516 2.98 120 50 15 1.6 3.90 88.82 14.80 14.45 22.74 4.62 4.77 2.42 428.29 0.74Z14613 3.06 145 62.5 20 1.3 3.96 133.90 18.47 15.59 38.71 6.26 5.81 3.13 388.69 0.53Z14614 3.28 145 62.5 20 1.4 4.26 143.79 19.83 17.28 41.47 6.71 5.81 3.12 397.32 0.57Z14615 3.51 145 62.5 20 1.5 4.56 153.62 21.19 18.98 44.19 7.16 5.80 3.11 404.81 0.60

Z14616 3.73 145 62.5 20 1.6 4.86 163.39 22.54 20.69 46.89 7.60 5.80 3.11 411.35 0.64Z14618 4.18 145 62.5 20 1.8 5.45 182.76 25.21 24.00 52.18 8.47 5.79 3.09 422.27 0.70Z14620 4.62 145 62.5 20 2.0 6.04 201.90 27.85 27.13 57.36 9.33 5.78 3.08 431.00 0.75

Z17613 3.36 175 62.5 20 1.3 4.35 206.92 23.65 20.46 38.71 6.26 6.90 2.98 363.67 0.48Z17614 3.61 175 62.5 20 1.4 4.68 222.27 25.40 22.58 41.47 6.71 6.89 2.98 374.10 0.52Z17615 3.86 175 62.5 20 1.5 5.01 237.54 27.15 24.73 44.19 7.16 6.89 2.97 383.13 0.55

Z17616 4.11 175 62.5 20 1.6 5.34 252.72 28.88 26.86 46.89 7.60 6.88 2.96 391.03 0.58Z17618 4.60 175 62.5 20 1.8 5.99 282.85 32.33 31.02 52.18 8.47 6.87 2.95 404.20 0.64Z17620 5.09 175 62.5 20 2.0 6.64 312.66 35.73 34.96 57.36 9.33 6.86 2.94 414.74 0.68

Z17623 5.81 175 62.5 20 2.3 7.61 356.78 40.78 40.46 64.90 10.58 6.85 2.92 427.11 0.73Z17625 6.28 175 62.5 20 2.5 8.25 385.80 44.09 43.93 69.78 11.39 6.84 2.91 433.71 0.76Z20613 3.67 200 65 20 1.3 4.74 289.08 28.91 25.09 42.82 6.65 7.81 3.00 342.83 0.45Z20614 3.94 200 65 20 1.4 5.10 310.59 31.06 27.64 45.88 7.13 7.80 3.00 354.74 0.48Z20615 4.22 200 65 20 1.5 5.46 331.99 33.20 30.22 48.90 7.61 7.80 2.99 365.06 0.51

Z20616 4.49 200 65 20 1.6 5.82 353.29 35.33 32.80 51.89 8.08 7.79 2.99 374.10 0.54Z20618 5.02 200 65 20 1.8 6.53 395.59 39.56 37.87 57.77 9.01 7.78 2.97 389.15 0.59Z20620 5.56 200 65 20 2.0 7.24 437.47 43.75 42.70 63.52 9.92 7.77 2.96 401.19 0.64

Z20623 6.35 200 65 20 2.3 8.30 499.54 49.95 49.51 71.91 11.26 7.76 2.94 415.33 0.68Z20625 6.87 200 65 20 2.5 9.00 540.41 54.04 53.80 77.34 12.13 7.75 2.93 422.87 0.71Z22614 4.22 225 65 20 1.4 5.45 409.57 36.41 32.93 45.88 7.13 8.67 2.90 335.38 0.45Z22615 4.51 225 65 20 1.5 5.84 437.86 38.92 35.91 48.90 7.61 8.66 2.89 347.00 0.48Z22616 4.80 225 65 20 1.6 6.22 466.03 41.42 38.88 51.89 8.08 8.66 2.89 357.16 0.51Z22618 5.38 225 65 20 1.8 6.98 521.98 46.40 44.71 57.77 9.01 8.65 2.88 374.10 0.56Z22620 5.95 225 65 20 2.0 7.74 577.43 51.33 50.29 63.52 9.93 8.64 2.86 387.64 0.60Z22623 6.80 225 65 20 2.3 8.87 659.65 58.64 58.19 71.91 11.26 8.62 2.85 403.55 0.64Z22625 7.36 225 65 20 2.5 9.63 713.84 63.45 63.22 77.35 12.13 8.61 2.83 412.03 0.67Z24615 4.69 240 65 20 1.5 6.06 510.07 42.51 39.51 48.90 7.61 9.17 2.84 336.16 0.46Z24616 4.99 240 65 20 1.6 6.46 542.92 45.24 42.72 51.89 8.08 9.17 2.83 347.00 0.49Z24618 5.59 240 65 20 1.8 7.25 608.20 50.68 49.01 57.77 9.01 9.16 2.82 365.06 0.54Z24620 6.19 240 65 20 2.0 8.04 672.91 56.08 55.05 63.52 9.93 9.15 2.81 379.51 0.58Z24623 7.07 240 65 20 2.3 9.22 768.91 64.08 63.64 71.91 11.26 9.13 2.79 396.48 0.62Z24625 7.65 240 65 20 2.5 10.00 832.21 69.35 69.12 77.35 12.13 9.12 2.78 405.53 0.64Z24630 9.09 240 65 20 3.0 11.94 988.00 82.33 82.30 90.40 14.24 9.10 2.75 422.87 0.69Z26616 5.30 265 65 20 1.6 6.86 687.34 51.88 49.42 51.89 8.08 10.01 2.75 330.06 0.46Z26618 5.94 265 65 20 1.8 7.70 770.17 58.13 56.51 57.77 9.01 10.00 2.74 350.01 0.51Z26620 6.58 265 65 20 2.0 8.54 852.31 64.33 63.34 63.52 9.93 9.99 2.73 365.97 0.54Z26623 7.52 265 65 20 2.3 9.79 974.25 73.53 73.11 71.91 11.26 9.97 2.71 384.70 0.59Z26625 8.14 265 65 20 2.5 10.63 1054.70 79.60 79.38 77.35 12.13 9.96 2.70 394.69 0.61Z26630 9.68 265 65 20 3.0 12.69 1252.89 94.56 94.52 90.40 14.24 9.94 2.67 413.84 0.65Z30718 6.72 300 75 20 1.8 8.69 1117.70 74.51 70.78 83.93 11.33 11.34 3.11 328.93 0.46Z30720 7.44 300 75 20 2.0 9.64 1237.47 82.50 79.84 92.39 12.49 11.33 3.10 347.00 0.50Z30723 8.51 300 75 20 2.3 11.06 1415.47 94.36 92.93 104.78 14.19 11.31 3.08 368.20 0.55Z30725 9.22 300 75 20 2.5 12.00 1533.05 102.20 101.31 112.83 15.30 11.30 3.07 379.51 0.57Z30730 10.97 300 75 20 3.0 14.34 1823.19 121.55 121.32 132.27 18.00 11.28 3.04 401.19 0.62Z34118 8.35 345 100 30 1.8 10.76 1906.49 110.52 94.94 214.68 21.66 13.31 4.47 301.83 0.38Z34120 9.25 345 100 30 2.0 11.94 2112.27 122.45 108.48 236.93 23.93 13.30 4.45 322.61 0.42Z34123 10.59 345 100 30 2.3 13.70 2418.70 140.21 129.36 269.71 27.28 13.29 4.44 347.00 0.48Z34125 11.48 345 100 30 2.5 14.88 2621.48 151.97 143.29 291.18 29.49 13.28 4.42 360.00 0.51Z34130 13.68 345 100 30 3.0 17.79 3123.23 181.06 176.84 343.52 34.87 13.25 4.39 384.93 0.59Z40120 10.11 400 100 30 2.0 13.04 2998.80 149.94 136.26 236.93 23.93 15.16 4.26 292.80 0.39Z40123 11.58 400 100 30 2.3 14.97 3435.02 171.75 161.19 269.72 27.29 15.15 4.24 321.08 0.44Z40125 12.56 400 100 30 2.5 16.25 3723.87 186.19 177.79 291.19 29.49 15.14 4.23 336.16 0.47Z40130 14.98 400 100 30 3.0 19.44 4439.19 221.96 217.92 343.53 34.88 15.11 4.20 365.06 0.54Z40132 15.94 400 100 30 3.2 20.71 4722.60 236.13 233.27 363.94 36.99 15.10 4.19 374.10 0.56

Sections marked are available with 'Polycoat' or Z600 galvanised coating finish. Contact albion Sections for details.

Page 5: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

2

SECtion rEF

WEigHt Kg/m

dEPtH mm

FlangE mm

liPS mm

tHiCKnESS mm

arEa cm2

lxx cm4

Zxx cm3

Zxxc cm3

iyy cm4

Zyy cm3

rxx cm

ryycm

Ȳ mm

Po N/mm2

Q

C12515 2.80 120 50 15 1.5 3.66 83.57 13.93 13.43 12.89 3.80 4.78 1.88 16.06 422.87 0.71C12516 2.98 120 50 15 1.6 3.90 88.82 14.80 14.45 13.67 4.03 4.77 1.87 16.06 428.29 0.74C14613 3.06 145 62.5 20 1.3 3.96 133.90 18.47 15.59 22.77 5.45 5.81 2.40 20.71 388.69 0.53C14614 3.28 145 62.5 20 1.4 4.26 143.79 19.83 17.28 24.40 5.84 5.81 2.39 20.71 397.32 0.57C14615 3.51 145 62.5 20 1.5 4.56 153.62 21.19 18.98 26.01 6.23 5.80 2.39 20.72 404.81 0.6

C14616 3.73 145 62.5 20 1.6 4.86 163.39 22.54 20.69 27.61 6.61 5.80 2.38 20.72 411.35 0.64C14618 4.18 145 62.5 20 1.8 5.45 182.76 25.21 24.00 30.76 7.36 5.79 2.38 20.73 422.27 0.7C14620 4.62 145 62.5 20 2.0 6.04 201.90 27.85 27.13 33.84 8.10 5.78 2.37 20.73 431.00 0.75

C17613 3.36 175 62.5 20 1.3 4.35 206.92 23.65 20.46 24.20 5.55 6.90 2.36 18.91 363.67 0.48C17614 3.61 175 62.5 20 1.4 4.68 222.27 25.40 22.58 25.93 5.95 6.89 2.35 18.92 374.10 0.52C17615 3.86 175 62.5 20 1.5 5.01 237.54 27.15 24.73 27.65 6.34 6.89 2.35 18.92 383.13 0.55

C17616 4.11 175 62.5 20 1.6 5.34 252.72 28.88 26.86 29.35 6.74 6.88 2.34 18.93 391.03 0.58C17618 4.60 175 62.5 20 1.8 5.99 282.85 32.33 31.02 32.69 7.50 6.87 2.34 18.94 404.20 0.64C17620 5.09 175 62.5 20 2.0 6.64 312.66 35.73 34.96 35.96 8.26 6.86 2.33 18.95 414.74 0.68

C17623 5.81 175 62.5 20 2.3 7.61 356.78 40.78 40.46 40.75 9.36 6.85 2.31 18.97 427.11 0.73C17625 6.28 175 62.5 20 2.5 8.25 385.80 44.09 43.93 43.85 10.08 6.84 2.31 18.98 433.71 0.76C20613 3.67 200 65 20 1.3 4.74 289.08 28.91 25.09 27.66 5.95 7.81 2.41 18.53 342.83 0.45C20614 3.94 200 65 20 1.4 5.10 310.59 31.06 27.64 29.64 6.38 7.80 2.41 18.54 354.74 0.48C20615 4.22 200 65 20 1.5 5.46 331.99 33.20 30.22 31.61 6.80 7.80 2.41 18.54 365.06 0.51

C20616 4.49 200 65 20 1.6 5.82 353.29 35.33 32.80 33.56 7.22 7.79 2.40 18.55 374.10 0.54C20618 5.02 200 65 20 1.8 6.53 395.59 39.56 37.87 37.39 8.05 7.78 2.39 18.56 389.15 0.59C20620 5.56 200 65 20 2.0 7.24 437.47 43.75 42.70 41.15 8.86 7.77 2.38 18.58 401.19 0.64

C20623 6.35 200 65 20 2.3 8.30 499.54 49.95 49.51 46.65 10.05 7.76 2.37 18.60 415.33 0.68C20625 6.87 200 65 20 2.5 9.00 540.41 54.04 53.80 50.22 10.82 7.75 2.36 18.61 422.87 0.71C22614 4.22 225 65 20 1.4 5.45 409.57 36.41 32.93 30.69 6.45 8.67 2.37 17.39 335.38 0.45C22615 4.51 225 65 20 1.5 5.84 437.86 38.92 35.91 32.72 6.87 8.66 2.37 17.40 347.00 0.48C22616 4.80 225 65 20 1.6 6.22 466.03 41.42 38.88 34.74 7.30 8.66 2.36 17.41 357.16 0.51C22618 5.38 225 65 20 1.8 6.98 521.98 46.40 44.71 38.71 8.14 8.65 2.35 17.43 374.10 0.56C22620 5.95 225 65 20 2.0 7.74 577.43 51.33 50.29 42.60 8.96 8.64 2.35 17.44 387.64 0.6C22623 6.80 225 65 20 2.3 8.87 659.65 58.64 58.19 48.29 10.16 8.62 2.33 17.47 403.55 0.64C22625 7.36 225 65 20 2.5 9.63 713.84 63.45 63.22 51.98 10.94 8.61 2.32 17.48 412.03 0.67C24615 4.69 240 65 20 1.5 6.06 510.07 42.51 39.51 33.32 6.91 9.17 2.34 16.78 336.16 0.46C24616 4.99 240 65 20 1.6 6.46 542.92 45.24 42.72 35.37 7.34 9.17 2.34 16.79 347.00 0.49C24618 5.59 240 65 20 1.8 7.25 608.20 50.68 49.01 39.42 8.18 9.16 2.33 16.81 365.06 0.54C24620 6.19 240 65 20 2.0 8.04 672.91 56.08 55.05 43.38 9.01 9.15 2.32 16.83 379.51 0.58C24623 7.07 240 65 20 2.3 9.22 768.91 64.08 63.64 49.17 10.21 9.13 2.31 16.86 396.48 0.62C24625 7.65 240 65 20 2.5 10.00 832.21 69.35 69.12 52.93 11.00 9.12 2.30 16.88 405.53 0.64C24630 9.09 240 65 20 3.0 11.94 988.00 82.33 82.30 62.00 12.90 9.10 2.28 16.92 422.87 0.69C26616 5.30 265 65 20 1.6 6.86 687.34 51.88 49.42 36.34 7.39 10.01 2.30 15.86 330.06 0.46C26618 5.94 265 65 20 1.8 7.70 770.17 58.13 56.51 40.49 8.24 10.00 2.29 15.88 350.01 0.51C26620 6.58 265 65 20 2.0 8.54 852.31 64.33 63.34 44.56 9.08 9.99 2.28 15.90 365.97 0.54C26623 7.52 265 65 20 2.3 9.79 974.25 73.53 73.11 50.51 10.29 9.97 2.27 15.93 384.70 0.59C26625 8.14 265 65 20 2.5 10.63 1054.70 79.60 79.38 54.37 11.09 9.96 2.26 15.96 394.69 0.61C26630 9.68 265 65 20 3.0 12.69 1252.89 94.56 94.52 63.68 13.00 9.94 2.24 16.01 413.84 0.65C30718 6.72 300 75 20 1.8 8.69 1117.70 74.51 70.78 59.14 10.34 11.34 2.61 17.79 328.93 0.46C30720 7.44 300 75 20 2.0 9.64 1237.47 82.50 79.84 65.15 11.39 11.33 2.60 17.81 347.00 0.5C30723 8.51 300 75 20 2.3 11.06 1415.47 94.36 92.93 73.96 12.94 11.31 2.59 17.84 368.20 0.55C30725 9.22 300 75 20 2.5 12.00 1533.05 102.20 101.31 79.71 13.95 11.30 2.58 17.86 379.51 0.57C30730 10.97 300 75 20 3.0 14.34 1823.19 121.55 121.32 93.61 16.40 11.28 2.55 17.92 401.19 0.62C34118 8.35 345 100 30 1.8 10.76 1906.49 110.52 94.94 143.65 19.57 13.31 3.65 26.59 301.83 0.38C34120 9.25 345 100 30 2.0 11.94 2112.27 122.45 108.48 158.63 21.61 13.30 3.64 26.61 322.61 0.42C34123 10.59 345 100 30 2.3 13.70 2418.70 140.21 129.36 180.73 24.63 13.29 3.63 26.63 347.00 0.48C34125 11.48 345 100 30 2.5 14.88 2621.48 151.97 143.29 195.22 26.61 13.28 3.62 26.65 360.00 0.51C34130 13.68 345 100 30 3.0 17.79 3123.23 181.06 176.84 230.63 31.46 13.25 3.60 26.69 384.93 0.59C40120 10.11 400 100 30 2.0 13.04 2998.80 149.94 136.26 165.23 21.87 15.16 3.56 24.45 292.80 0.39C40123 11.58 400 100 30 2.3 14.97 3435.02 171.75 161.19 188.25 24.93 15.15 3.55 24.48 321.08 0.44C40125 12.56 400 100 30 2.5 16.25 3723.87 186.19 177.79 203.35 26.93 15.14 3.54 24.50 336.16 0.47C40130 14.98 400 100 30 3.0 19.44 4439.19 221.96 217.92 240.22 31.84 15.11 3.52 24.55 365.06 0.54C40132 15.94 400 100 30 3.2 20.71 4722.60 236.13 233.27 254.63 33.76 15.10 3.51 24.57 374.10 0.56

channelsInwardly 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 minimum yield 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

x

y

y

x

FLANGE

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 minimum yield 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

x

y

y

x

FLANGE Sections marked are available with 'Polycoat' or Z600 galvanised coating finish. Contact albion Sections for details.

Page 6: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/20103

eaves beam systems

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

X X

t

Y y

y

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.

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

X X

t

Y y

y

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.

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

SECtion a b tHiCKnESS arEa WEigHt lxx Zxx lyy Zyy rxx ryy Ȳ rEF mm mm mm cm2 Kg/m cm4 cm3 cm4 cm3 cm cm mm

EB20020 is available with 'Polycoat' or Z600 galvanised finish. Contact albion Sections for details.

albion tip

using the Albion eaves beam avoids the need for counterformed holes and packing plates.

Page 7: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

4

4.0

5.0

7.0

9.5

8.0

11.0

14.0

6.0

4.5

5.5

7.5

10.0

13.0

8.5

12.0

15.0

6.5

9.0

eaves beam systems

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.

eaves beam load tables (not applicable to 'Polycoat' eaves beams

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.

a P P l i E d V E r t i C a l l o a d SSECtion WEigHt latEral 5 6 7 8 9 10 11 12 13 14 15

rEF kg/m SuPPortS h o R i Z o n t A L W i n d L o A d S ( k n )

20018 6.38 1 20.68 20.09 19.5 18.92 18.33 17.75 17.16 16.58 15.99 15.41 14.8220020 7.03 1 24.26 23.65 23.03 22.42 21.8 21.19 20.58 19.96 19.35 18.74 18.1220025 8.64 1 33.76 33.08 32.4 31.72 31.04 30.37 29.69 29.01 28.33 27.66 26.9820018 6.38 1 17.96 17.37 16.79 16.2 15.61 15.03 14.44 13.86 13.27 12.68 12.120020 7.03 1 21.12 20.5 19.89 19.27 18.66 18.04 17.43 16.81 16.2 15.59 14.9720025 8.64 1 29.49 28.82 28.14 27.46 26.78 26.1 25.42 24.74 24.06 23.38 22.720018 6.38 1 15.79 15.2 14.61 14.03 13.44 12.85 12.27 11.68 11.09 10.5 9.9220020 7.03 1 18.61 17.99 17.37 16.76 16.14 15.53 14.91 14.3 13.68 13.07 12.4520025 8.64 1 26.09 25.41 24.73 24.05 23.37 22.69 22.01 21.33 20.65 19.97 19.2920018 6.38 1 14.01 13.42 12.83 12.25 11.66 11.07 10.48 9.9 9.31 8.72 8.1320020 7.03 1 16.55 15.93 15.32 14.7 14.09 13.47 12.85 12.24 11.62 11 10.3920025 8.64 1 22.29 22.29 21.94 21.26 20.58 19.9 19.22 18.53 17.85 17.17 16.4920018 6.38 1 12.53 11.94 11.35 10.76 10.17 9.59 9.00 8.41 7.82 7.23 6.6420018 6.38 2 13.63 13.63 13.63 13.63 13.63 13.63 13.63 13.63 13.62 13.39 13.1520020 7.03 1 14.83 14.22 13.6 12.98 12.37 11.75 11.13 10.52 9.9 9.28 8.6720020 7.03 2 15.08 15.08 15.08 15.08 15.08 15.08 15.08 15.08 15.08 15.08 15.0820025 8.64 1 18.66 18.66 18.66 18.66 18.25 17.57 16.89 16.21 15.52 14.84 14.1620025 8.64 2 18.66 18.66 18.66 18.66 18.66 18.66 18.66 18.66 18.66 18.66 18.6620018 6.38 2 11.58 11.58 11.58 11.58 11.58 11.58 11.58 11.58 11.58 11.58 11.5820020 7.03 2 12.81 12.81 12.81 12.81 12.81 12.81 12.81 12.81 12.81 12.81 12.8124020 7.66 2 19.23 19.23 19.23 19.23 19.23 19.23 19.06 18.76 18.46 18.16 17.8620020 7.03 2 11.02 11.02 11.02 11.02 11.02 11.02 11.02 11.02 11.02 11.02 11.0220025 8.64 2 13.64 13.64 13.64 13.64 13.64 13.64 13.64 13.64 13.64 13.64 13.6424020 7.66 2 16.54 16.54 16.54 16.54 16.54 16.54 16.54 16.54 16.54 16.48 16.1820020 7.03 2 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.58 9.5820025 8.64 2 11.85 11.85 11.85 11.85 11.85 11.85 11.85 11.85 11.85 11.85 11.8524020 7.66 2 14.37 14.37 14.37 14.37 14.37 14.37 14.37 14.37 14.37 14.37 14.3720030 10.17 2 12.35 12.35 12.35 12.35 12.35 12.35 12.35 12.35 12.35 12.35 12.3524020 6.66 2 12.61 12.61 12.61 12.61 12.61 12.61 12.61 12.61 12.61 12.61 12.6124025 9.42 2 15.62 15.62 15.62 15.62 15.62 15.62 15.62 15.62 15.62 15.62 15.6220025 8.64 2 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.19 9.1924020 7.66 2 11.15 11.15 11.15 11.15 11.15 11.15 11.15 11.15 11.15 11.15 11.1524025 9.42 2 13.81 13.81 13.81 13.81 13.81 13.81 13.81 13.81 13.81 13.81 13.8124020 7.66 2 9.93 9.93 9.93 9.93 9.93 9.93 9.93 9.93 9.93 9.93 9.9324025 9.42 2 12.3 12.3 12.3 12.3 12.3 12.3 12.3 12.3 12.3 12.3 12.330020 8.76 2 17.17 17.17 17.17 17.17 17.17 17.17 17.17 17.17 16.86 16.49 16.1124025 9.42 2 11.03 11.03 11.03 11.03 11.03 11.03 11.03 11.03 11.03 11.03 11.0330020 8.76 2 15.39 15.39 15.39 15.39 15.39 15.39 15.39 15.39 15.39 15.26 14.8930025 10.79 2 19.09 19.09 19.09 19.09 19.09 19.09 19.09 19.09 19.09 19.09 19.0924030 11.12 3 11.82 11.82 11.82 11.82 11.82 11.82 11.82 11.82 11.82 11.82 11.8230020 8.76 3 13.87 13.87 13.87 13.87 13.87 13.87 13.87 13.87 13.87 13.87 13.7830025 10.79 3 17.21 17.21 17.21 17.21 17.21 17.21 17.21 17.21 17.21 17.21 17.2124030 11.12 3 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.75 9.7530020 8.76 3 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.44 11.4430025 10.79 3 14.19 14.19 14.19 14.19 14.19 14.19 14.19 14.19 14.19 14.19 14.1930020 8.76 3 9.6 9.6 9.6 9.6 9.6 9.6 9.6 9.6 9.6 9.6 9.630025 10.79 3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.930030 12.76 3 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.1730020 8.76 4 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.16 8.1630025 10.79 4 10.13 10.13 10.13 10.13 10.13 10.13 10.13 10.13 10.13 10.13 10.1330030 12.76 4 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.06 12.0630020 8.76 4 7.03 7.03 7.03 7.03 7.03 7.03 7.03 7.03 7.03 7.03 7.0330025 10.79 4 8.72 8.72 8.72 8.72 8.72 8.72 8.72 8.72 8.72 8.72 8.7230030 12.76 4 10.38 10.38 10.38 10.38 10.38 10.38 10.38 10.38 10.38 10.38 10.3830020 8.76 4 6.12 6.12 6.12 6.12 6.12 6.12 6.12 6.12 6.12 6.12 6.1230025 10.79 4 7.59 7.59 7.59 7.59 7.59 7.59 7.59 7.59 7.59 7.59 7.5930030 12.76 4 9.03 9.03 9.03 9.03 9.03 9.03 9.03 9.03 9.03 9.03 9.03

Page 8: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/20105

sleeved purlins

3.5

5.5

4.5

6.5

4.0 6.0

5.0

Sleeved purlin load tables for buildings with two bays or more arevalid when fixed exactly as described in our technical manual.Working loads have been calculated in accordance with bS5950Part 5 using a load factor of 1.6, a deflection limitation of L/180and with the self weight of the section deducted.material grade S450, minimum yield strength 450n/mm2.for structural engineers wishing to check individual cases, ultimateloads are shown together with loads at different deflection criteria.in these cases the self weight of the purlin has not been deducted.tables are valid for roof pitches up to 25 degree slope.

notes:

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

these load tables are not applicable to 'Polycoat' PurlinsContact Albion technical

load tables for sleeved purlins

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

12515 2.80 12.17 3.48 2.53 2.32 2.11 1.93 1.74 1.39 19.61 13.44 18.81 19.61 14.27 7.8712516 2.98 13.26 3.79 2.76 2.53 2.30 2.11 1.89 1.52 21.36 14.62 20.00 21.36 15.40 8.3714613 3.06 12.99 3.71 2.70 2.47 2.25 2.06 1.86 1.48 20.92 20.92 20.92 20.92 15.82 10.8614614 3.28 14.72 4.20 3.06 2.80 2.55 2.34 2.10 1.68 23.70 23.70 23.70 23.70 17.72 12.7514615 3.51 16.48 4.71 3.42 3.14 2.85 2.62 2.35 1.88 26.53 25.71 26.53 26.53 20.19 14.4714616 3.73 18.25 5.22 3.79 3.48 3.16 2.90 2.61 2.09 29.38 27.38 29.38 29.38 22.91 15.3914618 4.18 21.75 6.21 4.52 4.14 3.77 3.45 3.11 2.49 35.00 30.72 35.00 35.00 27.80 17.2212515 2.80 10.58 2.65 1.92 1.76 1.60 1.47 1.32 1.06 17.08 11.51 15.17 17.08 11.79 5.9812516 2.98 11.53 2.88 2.10 1.92 1.75 1.60 1.44 1.15 18.61 12.25 16.13 18.61 12.71 6.3514613 3.06 11.29 2.82 2.05 1.88 1.71 1.57 1.41 1.13 18.23 17.19 18.23 18.23 12.45 8.9414614 3.28 12.80 3.20 2.33 2.13 1.94 1.78 1.60 1.28 20.65 18.50 20.65 20.65 14.32 10.2814615 3.51 14.33 3.58 2.61 2.39 2.17 1.99 1.79 1.43 23.12 19.82 23.12 23.12 16.40 10.9914616 3.73 15.87 3.97 2.89 2.65 2.41 2.20 1.98 1.59 25.60 21.14 25.60 25.60 18.70 11.6914618 4.18 18.92 4.73 3.44 3.15 2.87 2.63 2.36 1.89 30.49 23.80 30.49 30.49 22.80 13.0712515 2.80 9.26 2.06 1.50 1.37 1.25 1.14 1.03 0.82 15.13 9.64 12.21 15.13 9.38 4.6912516 2.98 9.84 2.19 1.59 1.46 1.33 1.22 1.09 0.88 16.49 10.28 13.00 16.39 9.97 4.9914613 3.06 9.98 2.22 1.61 1.48 1.34 1.23 1.11 0.89 16.15 12.95 16.15 16.15 10.32 7.5214614 3.28 11.31 2.51 1.83 1.68 1.52 1.40 1.26 1.01 18.30 13.98 18.30 18.30 11.93 8.0714615 3.51 12.67 2.82 2.05 1.88 1.71 1.56 1.41 1.13 20.48 15.01 20.48 20.48 13.72 8.6314616 3.73 14.03 3.12 2.27 2.08 1.89 1.73 1.56 1.25 22.68 16.06 22.68 22.68 15.70 9.1717613 3.36 12.27 2.73 1.98 1.82 1.65 1.51 1.36 1.09 19.83 16.95 19.83 19.83 14.81 10.3817614 3.61 13.94 3.10 2.25 2.06 1.88 1.72 1.55 1.24 22.52 18.25 22.52 22.52 16.80 12.2217615 3.86 15.64 3.47 2.53 2.32 2.11 1.93 1.74 1.39 25.25 19.57 25.25 25.25 19.19 13.3417616 4.11 17.34 3.85 2.80 2.57 2.34 2.14 1.93 1.54 28.00 20.89 28.00 28.00 21.84 14.1912515 2.80 7.43 1.49 1.08 0.99 0.90 0.83 0.74 0.59 13.59 8.12 9.30 13.26 7.56 3.7812516 2.98 7.89 1.58 1.15 1.05 0.96 0.88 0.79 0.63 14.80 8.67 9.89 14.10 8.04 4.0214613 3.06 8.61 1.72 1.25 1.15 1.04 0.96 0.86 0.69 14.50 9.92 14.50 14.50 8.76 6.0614614 3.28 10.00 2.00 1.46 1.33 1.21 1.11 1.00 0.80 16.42 11.24 16.42 16.42 10.16 6.5114615 3.51 11.34 2.27 1.65 1.51 1.37 1.26 1.13 0.91 18.39 12.58 18.39 18.39 11.73 6.9514616 3.73 12.57 2.51 1.83 1.68 1.52 1.40 1.26 1.01 20.36 13.93 19.64 20.36 13.47 7.3914618 4.18 14.98 3.00 2.18 2.00 1.82 1.66 1.50 1.20 24.25 16.60 21.98 24.25 16.54 8.2717613 3.36 10.98 2.20 1.60 1.46 1.33 1.22 1.10 0.88 17.80 12.53 17.80 17.80 12.36 8.9317614 3.61 12.48 2.50 1.82 1.66 1.51 1.39 1.25 1.00 20.22 13.84 20.22 20.22 14.24 10.0617615 3.86 14.01 2.80 2.04 1.87 1.70 1.56 1.40 1.12 22.67 15.52 22.67 22.67 16.33 10.7517616 4.11 15.54 3.11 2.26 2.07 1.88 1.73 1.55 1.24 25.14 17.20 25.14 25.14 18.65 11.4317618 4.60 18.56 3.71 2.70 2.47 2.25 2.06 1.86 1.48 30.01 20.54 28.48 30.01 22.39 12.8020613 3.67 12.71 2.54 1.85 1.69 1.54 1.41 1.27 1.02 20.58 16.33 20.58 20.58 16.31 10.9920614 3.94 14.50 2.90 2.11 1.93 1.76 1.61 1.45 1.16 23.46 17.59 23.46 23.46 18.11 12.90

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 9: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

6

sleeved purlins

3.5

5.5

4.5

6.5

4.0 6.0

5.0

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtionSECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F t

rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/3600 RoWS 1 RoWS 2 RoWS

14613 3.06 7.41 1.35 0.98 0.90 0.82 0.75 0.67 0.54 13.15 9.00 13.15 13.15 7.57 4.99

14614 3.28 8.64 1.57 1.14 1.05 0.95 0.87 0.79 0.63 14.90 10.20 14.53 14.90 8.82 5.35

14615 3.51 10.03 1.82 1.33 1.22 1.10 1.01 0.91 0.73 16.68 11.42 15.53 16.68 10.21 5.72

14616 3.73 11.37 2.07 1.50 1.38 1.25 1.15 1.03 0.83 18.47 12.64 16.53 18.47 11.77 6.08

14618 4.18 13.39 2.43 1.77 1.62 1.48 1.35 1.22 0.97 22.00 14.46 18.52 22.00 13.61 6.80

17613 3.36 9.94 1.81 1.31 1.20 1.09 1.00 0.90 0.72 16.15 11.05 16.15 16.15 10.63 7.70

17614 3.61 11.29 2.05 1.49 1.37 1.24 1.14 1.03 0.82 18.34 12.55 18.34 18.34 12.30 8.28

17615 3.86 12.67 2.30 1.68 1.54 1.40 1.28 1.15 0.92 20.57 14.07 20.19 20.57 14.15 8.84

17616 4.11 14.06 2.56 1.86 1.70 1.55 1.42 1.28 1.02 22.80 15.61 21.48 22.80 16.21 9.41

17618 4.60 16.80 3.05 2.22 2.04 1.85 1.70 1.53 1.22 27.22 18.61 24.05 27.22 19.52 10.53

20613 3.67 11.50 2.09 1.52 1.39 1.27 1.16 1.05 0.84 18.67 12.78 18.67 18.67 13.71 9.57

20614 3.94 13.12 2.39 1.73 1.59 1.45 1.33 1.19 0.95 21.28 14.57 21.28 21.28 15.51 11.27

14613 3.06 6.47 1.08 0.78 0.72 0.65 0.60 0.54 0.43 12.03 8.24 11.31 12.03 6.64 4.17

14614 3.28 7.57 1.26 0.92 0.84 0.76 0.70 0.63 0.50 13.63 9.33 12.16 13.63 7.76 4.48

14615 3.51 8.81 1.47 1.07 0.98 0.89 0.82 0.73 0.59 15.26 10.45 13.00 15.26 9.02 4.79

14616 3.73 9.97 1.66 1.21 1.11 1.01 0.92 0.83 0.66 16.90 11.20 13.85 16.90 10.19 5.09

14618 4.18 11.15 1.86 1.35 1.24 1.13 1.03 0.93 0.74 20.13 12.60 15.54 20.13 11.40 5.70

17613 3.36 9.06 1.51 1.10 1.01 0.92 0.84 0.76 0.60 14.78 10.11 14.77 14.78 9.29 6.45

17614 3.61 10.30 1.72 1.25 1.14 1.04 0.95 0.86 0.69 16.78 11.48 15.86 16.78 10.78 6.93

17615 3.86 11.56 1.93 1.40 1.28 1.17 1.07 0.96 0.77 18.82 12.88 16.96 18.82 12.44 7.41

17616 4.11 12.83 2.14 1.56 1.43 1.30 1.19 1.07 0.86 20.87 14.28 18.05 20.87 14.30 7.88

17618 4.60 15.33 2.56 1.86 1.70 1.55 1.42 1.28 1.02 24.91 16.21 20.22 24.91 17.26 8.82

20613 3.67 10.49 1.75 1.27 1.17 1.06 0.97 0.87 0.70 17.08 11.69 17.08 17.08 11.75 8.45

20614 3.94 11.97 2.00 1.45 1.33 1.21 1.11 1.00 0.80 19.48 13.33 19.48 19.48 13.53 9.68

20615 4.22 13.48 2.25 1.63 1.50 1.36 1.25 1.12 0.90 21.91 15.00 21.54 21.91 15.50 10.35

20616 4.49 15.00 2.50 1.82 1.67 1.52 1.39 1.25 1.00 24.37 16.68 22.92 24.37 17.69 11.01

20618 5.02 18.04 3.01 2.19 2.00 1.82 1.67 1.50 1.20 29.27 20.03 25.67 29.27 21.73 12.33

22614 4.22 13.50 2.25 1.64 1.50 1.36 1.25 1.12 0.90 21.94 15.01 21.94 21.94 16.90 12.22

22615 4.51 15.24 2.54 1.85 1.69 1.54 1.41 1.27 1.02 24.75 16.94 24.75 24.75 19.29 13.65

22616 4.80 16.99 2.83 2.06 1.89 1.72 1.57 1.42 1.13 27.58 18.88 26.92 27.58 21.93 14.53

17614 3.61 9.34 1.44 1.05 0.96 0.87 0.80 0.72 0.57 15.47 10.59 13.20 15.47 9.57 5.89

17615 3.86 10.63 1.63 1.19 1.09 0.99 0.91 0.82 0.65 17.34 11.78 14.12 17.34 11.08 6.29

17616 4.11 11.79 1.81 1.32 1.21 1.10 1.01 0.91 0.73 19.23 12.56 15.03 19.23 12.76 6.69

17618 4.60 14.09 2.17 1.58 1.45 1.31 1.20 1.08 0.87 22.96 14.14 16.87 22.96 14.98 7.49

17620 5.09 16.24 2.50 1.82 1.67 1.51 1.39 1.25 1.00 26.54 15.72 18.16 25.93 16.56 8.28

20613 3.67 9.64 1.48 1.08 0.99 0.90 0.82 0.74 0.59 15.75 10.78 15.75 15.75 10.36 7.55

20614 3.94 11.00 1.69 1.23 1.13 1.03 0.94 0.85 0.68 17.95 12.29 16.95 17.95 11.96 8.23

20615 4.22 12.39 1.91 1.39 1.27 1.16 1.06 0.95 0.76 20.20 13.82 18.12 20.20 13.74 8.79

20616 4.49 13.79 2.12 1.54 1.41 1.29 1.18 1.06 0.85 22.47 15.38 19.28 22.47 15.72 9.36

20618 5.02 16.58 2.55 1.86 1.70 1.55 1.42 1.28 1.02 26.98 17.67 21.61 26.98 19.38 10.48

22614 4.22 12.40 1.91 1.39 1.27 1.16 1.06 0.95 0.76 20.22 13.84 19.92 20.22 14.90 10.85

22615 4.51 14.01 2.15 1.57 1.44 1.31 1.20 1.08 0.86 22.81 15.61 21.29 22.81 17.06 11.60

22616 4.80 15.62 2.40 1.75 1.60 1.46 1.34 1.20 0.96 25.42 17.40 22.65 25.42 19.44 12.34

22618 5.38 18.84 2.90 2.11 1.93 1.76 1.61 1.45 1.16 30.62 20.68 25.36 30.62 23.41 13.82

24615 4.69 14.94 2.30 1.67 1.53 1.39 1.28 1.15 0.92 24.31 16.64 23.24 24.31 19.25 13.51

24616 4.99 16.68 2.57 1.87 1.71 1.56 1.43 1.28 1.03 27.13 18.57 24.72 27.13 21.89 14.38

Page 10: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/20107

sleeved purlins

7.5

7.0

8.0

8.5

9.5

10.0

11.0

9.0

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

17616 4.11 10.90 1.56 1.13 1.04 0.94 0.87 0.78 0.62 17.83 10.92 12.35 17.83 11.50 5.76

17618 4.60 12.57 1.80 1.31 1.20 1.09 1.00 0.90 0.72 21.29 12.32 14.57 20.92 12.88 6.44

17620 5.09 13.90 1.99 1.44 1.32 1.20 1.10 0.99 0.79 24.62 13.75 16.29 23.12 14.24 7.12

20613 3.67 8.91 1.27 0.93 0.85 0.77 0.71 0.64 0.51 14.60 9.99 13.12 14.60 9.23 6.58

20614 3.94 10.17 1.45 1.06 0.97 0.88 0.81 0.73 0.58 16.65 11.39 14.09 16.65 10.68 7.07

20615 4.22 11.46 1.64 1.19 1.09 0.99 0.91 0.82 0.65 18.73 12.82 15.07 18.73 12.31 7.56

20616 4.49 12.75 1.82 1.33 1.21 1.10 1.01 0.91 0.73 20.83 13.73 16.05 20.83 14.12 8.05

20618 5.02 15.34 2.19 1.59 1.46 1.33 1.22 1.10 0.88 25.02 15.45 18.00 25.02 17.45 9.01

22614 4.22 11.47 1.64 1.19 1.09 0.99 0.91 0.82 0.66 18.75 12.83 16.57 18.75 13.28 9.33

22615 4.51 12.95 1.85 1.35 1.23 1.12 1.03 0.93 0.74 21.15 14.48 17.71 21.15 15.25 9.97

22616 4.80 14.45 2.06 1.50 1.38 1.25 1.15 1.03 0.83 23.57 16.06 18.85 23.57 17.42 10.61

22618 5.38 17.43 2.49 1.81 1.66 1.51 1.38 1.24 1.00 28.39 18.06 21.12 28.39 21.03 11.89

24615 4.69 13.81 1.97 1.44 1.32 1.20 1.10 0.99 0.79 22.55 15.43 19.32 22.55 17.18 11.62

24616 4.99 15.43 2.20 1.60 1.47 1.34 1.22 1.10 0.88 25.16 17.22 20.56 25.16 19.59 12.37

24618 5.59 18.65 2.66 1.94 1.78 1.61 1.48 1.33 1.07 30.37 19.67 23.02 30.37 23.32 13.85

20613 3.67 8.03 1.07 0.78 0.71 0.65 0.59 0.54 0.43 13.61 9.32 10.75 13.61 8.30 5.72

20614 3.94 9.35 1.25 0.91 0.83 0.76 0.69 0.62 0.50 15.52 10.44 11.55 15.52 9.63 6.15

20615 4.22 10.64 1.42 1.03 0.95 0.86 0.79 0.71 0.57 17.46 11.19 12.36 17.46 11.13 6.57

20616 4.49 11.85 1.58 1.15 1.05 0.96 0.88 0.79 0.63 19.42 11.95 13.29 19.42 12.79 6.99

20618 5.02 14.26 1.90 1.38 1.27 1.15 1.06 0.95 0.76 23.32 13.48 15.96 23.32 15.66 7.83

20620 5.56 16.59 2.21 1.61 1.47 1.34 1.23 1.11 0.88 27.12 15.04 18.25 25.89 17.32 8.66

22614 4.22 10.66 1.42 1.03 0.95 0.86 0.79 0.71 0.57 17.48 11.96 13.58 17.48 11.95 8.11

22615 4.51 12.04 1.61 1.17 1.07 0.97 0.89 0.80 0.64 19.72 13.09 14.52 19.72 13.75 8.67

22616 4.80 13.43 1.79 1.30 1.19 1.09 0.99 0.90 0.72 21.98 13.96 15.46 21.98 15.75 9.23

22618 5.38 16.20 2.16 1.57 1.44 1.31 1.20 1.08 0.86 26.47 15.73 18.12 26.47 19.05 10.33

22620 5.95 18.90 2.52 1.83 1.68 1.53 1.40 1.26 1.01 30.85 17.52 21.12 30.42 21.76 11.43

24615 4.69 12.84 1.71 1.24 1.14 1.04 0.95 0.86 0.68 21.02 14.25 15.83 21.02 15.48 10.10

24616 4.99 14.34 1.91 1.39 1.28 1.16 1.06 0.96 0.77 23.46 15.20 16.85 23.46 17.69 10.75

24618 5.59 17.34 2.31 1.68 1.54 1.40 1.28 1.16 0.92 28.32 17.11 19.38 28.32 21.10 12.04

26616 5.30 15.80 2.11 1.53 1.40 1.28 1.17 1.05 0.84 25.82 17.32 19.20 25.82 21.17 13.61

26618 5.94 19.19 2.56 1.86 1.71 1.55 1.42 1.28 1.02 31.31 19.47 21.50 31.31 24.75 15.25

20615 4.22 9.81 1.23 0.89 0.82 0.74 0.68 0.61 0.49 16.36 9.68 11.19 16.36 10.14 5.77

20616 4.49 11.06 1.38 1.01 0.92 0.84 0.77 0.69 0.55 18.19 10.36 12.45 18.19 11.67 6.14

20618 5.02 13.31 1.66 1.21 1.11 1.01 0.92 0.83 0.67 21.84 11.72 14.85 20.97 13.74 6.87

20620 5.56 14.76 1.85 1.34 1.23 1.12 1.03 0.92 0.74 25.40 13.12 16.45 23.19 15.19 7.60

22614 4.22 9.95 1.24 0.90 0.83 0.75 0.69 0.62 0.50 16.37 10.54 11.21 16.37 10.84 7.11

22615 4.51 11.24 1.40 1.02 0.94 0.85 0.78 0.70 0.56 18.47 11.31 12.64 18.47 12.50 7.60

22616 4.80 12.54 1.57 1.14 1.04 0.95 0.87 0.78 0.63 20.58 12.08 14.09 20.58 14.35 8.09

22618 5.38 15.13 1.89 1.38 1.26 1.15 1.05 0.95 0.76 24.79 13.64 16.97 24.65 17.39 9.06

22620 5.95 17.66 2.21 1.61 1.47 1.34 1.23 1.10 0.88 28.90 15.24 19.29 27.25 19.88 10.03

24615 4.69 11.99 1.50 1.09 1.00 0.91 0.83 0.75 0.60 19.69 12.30 13.47 19.69 14.06 8.86

24616 4.99 13.39 1.67 1.22 1.12 1.01 0.93 0.84 0.67 21.97 13.13 15.04 21.97 16.10 9.43

24618 5.59 16.20 2.02 1.47 1.35 1.23 1.12 1.01 0.81 26.52 14.82 18.15 26.52 19.24 10.56

26616 5.30 14.75 1.84 1.34 1.23 1.12 1.02 0.92 0.74 24.18 14.92 16.55 24.18 19.23 11.94

26618 5.94 17.92 2.24 1.63 1.49 1.36 1.24 1.12 0.90 29.32 16.82 20.07 29.32 22.52 13.37

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 11: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

8

sleeved purlins

7.5

7.0

8.0

8.5

9.5

10.0

11.0

9.0

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

20618 5.02 11.73 1.38 1.00 0.92 0.84 0.77 0.69 0.55 20.54 10.14 13.39 18.76 12.15 6.0720620 5.56 12.98 1.53 1.11 1.02 0.93 0.85 0.76 0.61 23.88 11.40 14.84 20.75 13.44 6.7220623 6.35 14.82 1.74 1.27 1.16 1.06 0.97 0.87 0.70 28.66 13.37 17.02 23.71 15.34 7.6720625 6.87 16.03 1.89 1.37 1.26 1.14 1.05 0.94 0.75 31.72 14.74 18.48 25.67 16.60 8.3022614 4.22 9.32 1.10 0.80 0.73 0.66 0.61 0.55 0.44 15.40 9.02 10.54 15.40 9.90 6.2922615 4.51 10.53 1.24 0.90 0.83 0.75 0.69 0.62 0.50 17.37 9.69 11.89 17.37 11.44 6.7222616 4.80 11.75 1.38 1.01 0.92 0.84 0.77 0.69 0.55 19.36 10.37 13.25 19.36 13.16 7.1622618 5.38 14.18 1.67 1.21 1.11 1.01 0.93 0.83 0.67 23.31 11.76 15.69 22.06 15.98 8.0224615 4.69 11.23 1.32 0.96 0.88 0.80 0.73 0.66 0.53 18.51 10.52 12.67 18.51 12.86 7.8324616 4.99 12.55 1.48 1.07 0.98 0.90 0.82 0.74 0.59 20.66 11.26 14.14 20.66 14.76 8.3424618 5.59 15.18 1.79 1.30 1.19 1.08 0.99 0.89 0.71 24.94 12.75 17.07 24.09 17.66 9.3426616 5.30 13.83 1.63 1.18 1.08 0.99 0.90 0.81 0.65 22.74 12.75 15.56 22.74 17.60 10.5626618 5.94 16.80 1.98 1.44 1.32 1.20 1.10 0.99 0.79 27.57 14.41 18.87 27.57 20.62 11.8330718 6.72 19.80 2.33 1.69 1.55 1.41 1.29 1.16 0.93 32.46 21.76 24.01 32.46 26.10 17.1622618 5.38 13.34 1.48 1.08 0.99 0.90 0.82 0.74 0.59 22.00 10.06 14.12 19.69 14.28 7.1422620 5.95 15.27 1.70 1.23 1.13 1.03 0.94 0.85 0.68 25.65 11.33 15.66 21.78 15.79 7.9022623 6.80 17.45 1.94 1.41 1.29 1.17 1.08 0.97 0.78 30.89 13.34 17.97 24.88 18.04 9.0224615 4.69 10.56 1.17 0.85 0.78 0.71 0.65 0.59 0.47 17.47 8.94 11.96 17.47 11.83 6.9824616 4.99 11.80 1.31 0.95 0.87 0.79 0.73 0.66 0.52 19.50 9.58 13.35 19.22 13.60 7.4324618 5.59 14.28 1.59 1.15 1.06 0.96 0.88 0.79 0.63 23.54 10.88 15.40 21.50 16.30 8.3224620 6.19 16.70 1.86 1.35 1.24 1.12 1.03 0.93 0.74 27.49 12.23 17.07 23.77 18.41 9.2026616 5.30 13.01 1.45 1.05 0.96 0.88 0.80 0.72 0.58 21.46 10.82 14.69 21.46 16.20 9.4026618 5.94 15.81 1.76 1.28 1.17 1.06 0.98 0.88 0.70 26.02 12.26 17.59 24.60 19.00 10.5330718 6.72 18.63 2.07 1.51 1.38 1.25 1.15 1.03 0.83 30.63 19.07 20.96 30.63 23.96 15.2924615 4.69 9.96 1.05 0.76 0.70 0.64 0.58 0.52 0.42 16.54 7.65 11.32 16.07 10.94 6.2524616 4.99 11.13 1.17 0.85 0.78 0.71 0.65 0.59 0.47 18.46 8.20 12.32 17.09 12.60 6.6624618 5.59 13.47 1.42 1.03 0.95 0.86 0.79 0.71 0.57 22.28 9.34 13.83 19.13 14.91 7.4624620 6.19 15.76 1.66 1.21 1.11 1.01 0.92 0.83 0.66 26.02 10.52 15.35 21.16 16.50 8.2526616 5.30 12.27 1.29 0.94 0.86 0.78 0.72 0.65 0.52 20.32 9.26 13.91 19.55 14.99 8.4326618 5.94 14.91 1.57 1.14 1.05 0.95 0.87 0.78 0.63 24.63 10.52 15.78 21.87 17.60 9.4426620 6.58 17.51 1.84 1.34 1.23 1.12 1.02 0.92 0.74 28.87 11.81 17.50 24.17 20.18 10.4530718 6.72 17.58 1.85 1.35 1.23 1.12 1.03 0.93 0.74 29.00 16.59 19.85 29.00 22.12 13.7030720 7.44 20.96 2.21 1.60 1.47 1.34 1.23 1.10 0.88 34.50 18.50 23.61 34.50 26.08 15.1734118 8.35 21.63 2.28 1.66 1.52 1.38 1.26 1.14 0.91 35.69 24.43 35.69 35.69 28.63 18.5224618 5.59 12.75 1.27 0.93 0.85 0.77 0.71 0.64 0.51 21.16 8.09 12.39 16.94 13.44 6.7224620 6.19 14.27 1.43 1.04 0.95 0.86 0.79 0.71 0.57 24.70 9.14 13.77 18.74 14.87 7.4424623 7.07 16.30 1.63 1.19 1.09 0.99 0.91 0.82 0.65 29.84 10.81 15.85 21.44 16.99 8.5024625 7.65 17.64 1.76 1.28 1.18 1.07 0.98 0.88 0.71 33.14 11.99 17.25 22.15 18.39 9.2026616 5.30 11.60 1.16 0.84 0.77 0.70 0.64 0.58 0.46 19.29 8.00 12.58 17.29 13.93 7.5926618 5.94 14.11 1.41 1.03 0.94 0.86 0.78 0.71 0.56 23.39 9.10 14.12 19.35 16.38 8.5126623 7.52 20.14 2.01 1.46 1.34 1.22 1.12 1.01 0.81 33.26 12.05 18.01 24.44 21.53 10.7630718 6.72 16.63 1.66 1.21 1.11 1.01 0.92 0.83 0.67 27.53 14.34 18.84 27.53 20.52 12.3530720 7.44 19.84 1.98 1.44 1.32 1.20 1.10 0.99 0.79 32.76 16.02 22.42 31.86 24.23 13.6734118 8.35 20.47 2.05 1.49 1.36 1.24 1.14 1.02 0.82 33.88 23.19 33.88 33.88 26.05 17.1726623 7.52 16.95 1.54 1.12 1.03 0.93 0.86 0.77 0.62 30.20 9.32 14.34 20.15 17.76 8.8826625 8.14 18.35 1.67 1.21 1.11 1.01 0.93 0.83 0.67 33.64 10.36 15.65 21.83 19.22 9.6126630 9.68 21.79 1.98 1.44 1.32 1.20 1.10 0.99 0.79 42.01 13.20 19.07 26.00 22.83 11.4230718 6.72 15.00 1.36 0.99 0.91 0.83 0.76 0.68 0.55 25.00 10.90 16.90 23.36 17.88 10.1830720 7.44 17.89 1.63 1.18 1.08 0.99 0.90 0.81 0.65 29.75 12.22 18.73 25.83 21.16 11.2830723 8.51 22.17 2.02 1.47 1.34 1.22 1.12 1.01 0.81 36.75 14.27 21.49 29.50 25.39 12.9030725 9.22 24.94 2.27 1.65 1.51 1.37 1.26 1.13 0.91 41.29 15.71 23.34 31.94 27.94 13.9734118 8.35 18.45 1.68 1.22 1.12 1.02 0.93 0.84 0.67 30.77 21.06 30.38 30.77 21.89 14.9534120 9.25 22.62 2.06 1.50 1.37 1.25 1.14 1.03 0.82 37.58 25.72 33.63 37.58 25.90 18.8440120 10.11 25.83 2.35 1.71 1.57 1.42 1.30 1.17 0.94 42.84 29.32 41.03 42.84 34.91 24.45

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 12: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/20109

sleeved purlins

12.0

14.0

13.0

15.0

3.5

4.5

4.0

5.0

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

30723 8.51 20.16 1.68 1.22 1.12 1.02 0.93 0.84 0.67 33.65 11.22 17.57 23.50 21.64 10.8230725 9.22 22.35 1.86 1.35 1.24 1.13 1.03 0.93 0.75 37.81 12.39 19.12 25.88 23.44 11.7230730 10.97 26.58 2.22 1.61 1.48 1.34 1.23 1.11 0.89 47.87 15.55 23.09 31.16 27.87 13.9434118 8.35 16.76 1.40 1.02 0.93 0.85 0.78 0.70 0.56 28.18 19.29 23.45 28.18 18.70 13.2034120 9.25 20.56 1.71 1.25 1.14 1.04 0.95 0.86 0.69 34.42 23.56 25.98 34.42 22.63 16.1434123 10.59 26.51 2.21 1.61 1.47 1.34 1.23 1.10 0.88 44.15 27.76 30.21 44.15 30.00 18.4934125 11.48 30.53 2.54 1.85 1.70 1.54 1.41 1.27 1.02 50.73 30.22 34.72 50.73 35.83 20.0434130 13.68 40.44 3.37 2.45 2.25 2.04 1.87 1.69 1.35 66.95 36.48 45.77 64.80 46.53 23.8740120 10.11 23.49 1.96 1.42 1.30 1.19 1.09 0.98 0.78 39.24 26.85 31.67 39.24 30.02 21.6240123 11.58 30.62 2.55 1.86 1.70 1.55 1.42 1.28 1.02 50.90 33.69 36.24 50.90 39.39 26.2630725 9.22 18.77 1.44 1.05 0.96 0.87 0.80 0.72 0.58 34.88 10.00 15.44 22.92 19.94 9.9730730 10.97 22.32 1.72 1.25 1.14 1.04 0.95 0.86 0.69 44.15 12.66 18.83 27.31 23.71 11.8634118 8.35 15.28 1.18 0.85 0.78 0.71 0.65 0.59 0.47 26.00 17.66 18.48 26.00 16.34 11.7934120 9.25 18.82 1.45 1.05 0.96 0.88 0.80 0.72 0.58 31.75 19.67 21.73 31.75 20.03 13.7434123 10.59 24.27 1.87 1.36 1.24 1.13 1.04 0.93 0.75 40.72 22.73 27.87 40.72 26.70 15.7334125 11.48 27.97 2.15 1.56 1.43 1.30 1.20 1.08 0.86 46.79 24.82 32.03 46.79 32.00 17.0534130 13.68 37.08 2.85 2.07 1.90 1.73 1.58 1.43 1.14 61.75 30.20 39.96 56.07 40.62 20.3140120 10.11 21.50 1.65 1.20 1.10 1.00 0.92 0.83 0.66 36.19 23.82 24.96 36.19 26.49 19.3440123 11.58 28.06 2.16 1.57 1.44 1.31 1.20 1.08 0.86 46.95 27.46 32.13 46.95 34.96 22.3440125 12.56 32.49 2.50 1.82 1.67 1.51 1.39 1.25 1.00 54.22 29.92 37.11 54.22 41.26 24.2234123 10.59 22.35 1.60 1.16 1.06 0.97 0.89 0.80 0.64 37.79 18.43 25.86 37.49 24.00 13.5434125 11.48 25.77 1.84 1.34 1.23 1.12 1.02 0.92 0.74 43.42 20.17 29.14 40.60 28.86 14.6834130 13.68 33.11 2.36 1.72 1.58 1.43 1.31 1.18 0.95 57.31 24.74 34.85 48.34 34.98 17.4940120 10.11 19.78 1.41 1.03 0.94 0.86 0.78 0.71 0.57 33.59 19.19 22.99 33.59 23.62 16.7940123 11.58 25.84 1.85 1.34 1.23 1.12 1.03 0.92 0.74 43.57 22.18 29.82 43.57 31.34 19.2440125 12.56 29.94 2.14 1.56 1.43 1.30 1.19 1.07 0.86 50.31 24.21 34.43 49.66 37.10 20.8540130 14.98 40.06 2.86 2.08 1.91 1.73 1.59 1.43 1.14 66.97 29.48 42.45 59.07 47.26 24.8640132 15.94 44.01 3.14 2.29 2.10 1.91 1.75 1.57 1.26 73.46 31.68 45.21 62.80 51.24 26.4534123 10.59 20.22 1.35 0.98 0.90 0.82 0.75 0.67 0.54 35.25 15.14 23.28 32.09 21.77 11.7934125 11.48 23.84 1.59 1.16 1.06 0.96 0.88 0.79 0.64 40.51 16.60 25.28 34.76 25.55 12.7734130 13.68 28.43 1.90 1.38 1.26 1.15 1.05 0.95 0.76 53.46 20.46 30.31 41.42 30.44 15.2240120 10.11 18.28 1.22 0.89 0.81 0.74 0.68 0.61 0.49 31.33 15.70 21.44 31.33 21.26 14.6140123 11.58 23.91 1.59 1.16 1.06 0.97 0.89 0.80 0.64 40.64 18.18 27.81 39.22 28.35 16.7440125 12.56 27.72 1.85 1.34 1.23 1.12 1.03 0.92 0.74 46.93 19.88 30.78 42.48 33.65 18.1540130 14.98 37.12 2.47 1.80 1.65 1.50 1.37 1.24 0.99 62.47 24.31 36.83 50.54 42.94 21.6340132 15.94 40.79 2.72 1.98 1.81 1.65 1.51 1.36 1.09 68.53 26.16 39.25 53.74 46.02 23.01

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 13: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

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 bS5950Part 5 using a load factor of 1.6, a deflection limitation ofspan/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, ultimateloads are shown together with loads at different deflection criteria.in these cases the self weight of the purlin has not been deducted.tables are valid for roof pitches up to 25 degree slope.

notes:

1. When using ultimate tables, load factors must be applied.2. Wind uplift figures shown are for screw fixed cladding, forhook bolt type fixing please contact our technical department.3. in order to distribute load within the main frame, purlin jointsshould be staggered. this is achieved by using a sleeved joint atevery alternate purlin row on the penultimate rafter. the purlinjoints can be in line if necessary as long as the main frame ischecked for extra stresses.

these load tables are not applicable to 'Polycoat' PurlinsContact Albion technical

load tables for double span butt-jointed purlins

10

double span butt-jointed purlins

12.0

14.0

13.0

15.0

3.5

4.5

4.0

5.0

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

12515 2.80 11.19 3.20 2.33 2.13 1.94 1.78 1.60 1.28 18.04 13.42 17.13 18.04 14.03 7.87

12516 2.98 12.19 3.48 2.53 2.32 2.11 1.94 1.74 1.39 19.65 14.62 18.21 19.65 15.18 8.37

14613 3.06 11.94 3.41 2.48 2.27 2.07 1.89 1.71 1.36 19.25 19.25 19.25 19.25 14.31 10.57

14614 3.28 13.53 3.87 2.81 2.58 2.34 2.15 1.93 1.55 21.80 21.07 21.80 21.80 16.19 12.62

14615 3.51 15.15 4.33 3.15 2.89 2.62 2.41 2.16 1.73 24.41 22.54 24.41 24.41 18.76 14.47

12515 2.80 9.73 2.43 1.77 1.62 1.47 1.35 1.22 0.97 15.71 11.51 13.75 15.71 11.76 5.98

12516 2.98 10.60 2.65 1.93 1.77 1.61 1.47 1.33 1.06 17.12 12.25 14.62 17.12 12.71 6.35

14613 3.06 10.38 2.59 1.89 1.73 1.57 1.44 1.30 1.04 16.77 14.71 16.77 16.77 11.36 8.84

14614 3.28 11.76 2.94 2.14 1.96 1.78 1.63 1.47 1.18 19.00 15.85 19.00 19.00 13.30 10.28

14615 3.51 13.17 3.29 2.40 2.20 2.00 1.83 1.65 1.32 21.27 16.99 21.27 21.27 15.49 10.99

14616 3.73 14.59 3.65 2.65 2.43 2.21 2.03 1.82 1.46 23.55 18.14 23.55 23.55 17.93 11.69

12515 2.80 8.59 1.91 1.39 1.27 1.16 1.06 0.95 0.76 13.92 9.64 11.01 13.92 9.38 4.69

12516 2.98 9.37 2.08 1.51 1.39 1.26 1.16 1.04 0.83 15.17 10.28 11.72 15.05 9.97 4.99

14613 3.06 9.17 2.04 1.48 1.36 1.23 1.13 1.02 0.82 14.86 11.05 14.86 14.86 9.55 7.52

14614 3.28 10.39 2.31 1.68 1.54 1.40 1.28 1.15 0.92 16.83 12.52 16.83 16.83 11.24 8.07

14615 3.51 11.64 2.59 1.88 1.72 1.57 1.44 1.29 1.03 18.84 14.02 18.84 18.84 13.14 8.63

14616 3.73 12.90 2.87 2.08 1.91 1.74 1.59 1.43 1.15 20.87 15.52 20.87 20.87 15.27 9.17

17613 3.36 11.27 2.51 1.82 1.67 1.52 1.39 1.25 1.00 18.24 14.06 18.24 18.24 13.40 10.18

17614 3.61 12.81 2.85 2.07 1.90 1.73 1.58 1.42 1.14 20.72 15.41 20.72 20.72 15.47 12.18

17615 3.86 14.37 3.19 2.32 2.13 1.94 1.77 1.60 1.28 23.23 17.28 23.23 23.23 17.97 13.34

17616 4.11 15.94 3.54 2.58 2.36 2.15 1.97 1.77 1.42 25.76 19.17 25.76 25.76 20.77 14.19

12515 2.80 7.43 1.49 1.08 0.99 0.90 0.83 0.74 0.59 12.50 8.12 9.30 12.17 7.56 3.78

12516 2.98 7.89 1.58 1.15 1.05 0.96 0.88 0.79 0.63 13.62 8.67 9.89 12.93 8.04 4.02

14613 3.06 8.06 1.61 1.17 1.08 0.98 0.90 0.81 0.65 13.34 9.92 13.34 13.34 8.21 6.06

14614 3.28 9.30 1.86 1.35 1.24 1.13 1.03 0.93 0.74 15.11 11.24 15.11 15.11 9.70 6.51

14615 3.51 10.42 2.08 1.52 1.39 1.26 1.16 1.04 0.83 16.91 12.58 16.74 16.91 11.38 6.95

14616 3.73 11.55 2.31 1.68 1.54 1.40 1.28 1.15 0.92 18.73 13.94 17.80 18.73 13.26 7.39

14618 4.18 13.77 2.75 2.00 1.84 1.67 1.53 1.38 1.10 22.31 16.60 19.93 22.31 16.54 8.27

17613 3.36 10.09 2.02 1.47 1.35 1.22 1.12 1.01 0.81 16.37 12.18 16.37 16.37 11.32 8.85

17614 3.61 11.47 2.29 1.67 1.53 1.39 1.27 1.15 0.92 18.60 13.84 18.60 18.60 13.28 10.06

17615 3.86 12.87 2.57 1.87 1.72 1.56 1.43 1.29 1.03 20.85 15.52 20.85 20.85 15.49 10.75

17616 4.11 14.28 2.86 2.08 1.90 1.73 1.59 1.43 1.14 23.12 17.20 23.09 23.12 17.96 11.43

17618 4.60 17.06 3.41 2.48 2.27 2.07 1.90 1.71 1.36 27.60 20.54 25.83 27.60 21.87 12.80

20613 3.67 11.68 2.34 1.70 1.56 1.42 1.30 1.17 0.93 18.93 14.09 18.93 18.93 14.75 10.65

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 14: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201011

double span butt-jointed purlins

5.5

6.5

6.07.5

7.0

8.0

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

14613 3.06 7.02 1.28 0.93 0.85 0.77 0.71 0.64 0.51 12.10 9.00 12.10 12.10 7.18 4.99

14614 3.28 8.33 1.52 1.10 1.01 0.92 0.84 0.76 0.61 13.71 10.20 13.12 13.71 8.51 5.35

14615 3.51 9.43 1.71 1.25 1.14 1.04 0.95 0.86 0.69 15.34 11.42 14.02 15.34 10.01 5.72

14616 3.73 10.45 1.90 1.38 1.27 1.15 1.06 0.95 0.76 16.99 12.64 14.92 16.99 11.70 6.08

14618 4.18 12.45 2.26 1.65 1.51 1.37 1.26 1.13 0.91 20.24 14.46 16.72 20.24 13.61 6.80

17613 3.36 9.13 1.66 1.21 1.11 1.01 0.92 0.83 0.66 14.85 11.05 14.85 14.85 9.85 7.70

17614 3.61 10.38 1.89 1.37 1.26 1.14 1.05 0.94 0.75 16.87 12.55 16.87 16.87 11.60 8.28

17615 3.86 11.64 2.12 1.54 1.41 1.28 1.18 1.06 0.85 18.92 14.08 18.23 18.92 13.57 8.84

17616 4.11 12.92 2.35 1.71 1.57 1.42 1.30 1.17 0.94 20.98 15.61 19.40 20.98 15.78 9.41

17618 4.60 15.44 2.81 2.04 1.87 1.70 1.56 1.40 1.12 25.04 18.61 21.72 25.04 19.27 10.53

20613 3.67 10.56 1.92 1.40 1.28 1.16 1.07 0.96 0.77 17.17 12.78 17.17 17.17 12.40 9.37

20614 3.94 12.05 2.19 1.59 1.46 1.33 1.22 1.10 0.88 19.58 14.57 19.58 19.58 14.26 11.22

20615 4.22 13.57 2.47 1.79 1.65 1.50 1.37 1.23 0.99 22.03 16.39 22.03 22.03 16.57 12.36

20616 4.49 15.11 2.75 2.00 1.83 1.66 1.53 1.37 1.10 24.50 18.23 24.49 24.50 19.15 13.15

20618 5.02 18.16 3.30 2.40 2.20 2.00 1.83 1.65 1.32 29.42 21.89 27.41 29.42 23.88 14.73

14614 3.28 7.38 1.23 0.89 0.82 0.75 0.68 0.61 0.49 12.54 9.33 10.91 12.54 7.57 4.48

14615 3.51 8.60 1.43 1.04 0.96 0.87 0.80 0.72 0.57 14.04 10.45 11.67 14.04 8.93 4.79

14616 3.73 9.53 1.59 1.15 1.06 0.96 0.88 0.79 0.64 15.55 11.20 12.43 15.55 10.19 5.09

14618 4.18 11.15 1.86 1.35 1.24 1.13 1.03 0.93 0.74 18.52 12.60 13.96 18.52 11.40 5.70

17613 3.36 8.32 1.39 1.01 0.92 0.84 0.77 0.69 0.55 13.59 10.11 13.27 13.59 8.70 6.45

17614 3.61 9.46 1.58 1.15 1.05 0.96 0.88 0.79 0.63 15.44 11.48 14.25 15.44 10.28 6.93

17615 3.86 10.62 1.77 1.29 1.18 1.07 0.98 0.89 0.71 17.31 12.88 15.23 17.31 12.06 7.41

17616 4.11 11.79 1.96 1.43 1.31 1.19 1.09 0.98 0.79 19.19 14.28 16.21 19.19 14.06 7.88

17618 4.60 14.09 2.35 1.71 1.57 1.42 1.30 1.17 0.94 22.91 16.21 18.17 22.91 17.20 8.82

20613 3.67 9.63 1.61 1.17 1.07 0.97 0.89 0.80 0.64 15.71 11.69 15.71 15.71 10.73 8.36

20614 3.94 11.00 1.83 1.33 1.22 1.11 1.02 0.92 0.73 17.92 13.33 17.92 17.92 12.58 9.68

20615 4.22 12.38 2.06 1.50 1.38 1.25 1.15 1.03 0.83 20.16 15.00 19.40 20.16 14.66 10.35

20616 4.49 13.78 2.30 1.67 1.53 1.39 1.28 1.15 0.92 22.42 16.68 20.64 22.42 16.98 11.01

20618 5.02 16.57 2.76 2.01 1.84 1.67 1.53 1.38 1.10 26.92 20.03 23.11 26.92 21.25 12.33

22614 4.22 12.40 2.07 1.50 1.38 1.25 1.15 1.03 0.83 20.18 15.01 20.18 20.18 15.49 12.13

22615 4.51 14.00 2.33 1.70 1.56 1.41 1.30 1.17 0.93 22.77 16.94 22.77 22.77 17.98 13.65

14616 3.73 8.42 1.30 0.94 0.86 0.78 0.72 0.65 0.52 14.33 9.75 10.66 14.33 8.65 4.33

14618 4.18 9.42 1.45 1.05 0.97 0.88 0.80 0.72 0.58 17.07 11.00 12.70 16.61 9.68 4.84

14620 4.62 10.40 1.60 1.16 1.07 0.97 0.89 0.80 0.64 19.69 12.26 14.08 18.35 10.69 5.35

17613 3.36 7.56 1.16 0.85 0.78 0.70 0.65 0.58 0.47 12.53 9.32 10.95 12.53 7.77 5.48

17614 3.61 8.69 1.34 0.97 0.89 0.81 0.74 0.67 0.53 14.23 10.59 11.77 14.23 9.21 5.89

17615 3.86 9.76 1.50 1.09 1.00 0.91 0.83 0.75 0.60 15.96 11.78 12.59 15.96 10.83 6.29

17616 4.11 10.83 1.67 1.21 1.11 1.01 0.93 0.83 0.67 17.69 12.56 13.41 17.69 12.66 6.69

17618 4.60 12.94 1.99 1.45 1.33 1.21 1.11 1.00 0.80 21.12 14.14 15.71 21.12 14.98 7.49

20613 3.67 8.85 1.36 0.99 0.91 0.83 0.76 0.68 0.54 14.48 10.78 14.12 14.48 9.55 7.53

20614 3.94 10.10 1.55 1.13 1.04 0.94 0.86 0.78 0.62 16.51 12.29 15.17 16.51 11.22 8.23

20615 4.22 11.38 1.75 1.27 1.17 1.06 0.97 0.88 0.70 18.58 13.82 16.22 18.58 13.12 8.79

20616 4.49 12.67 1.95 1.42 1.30 1.18 1.08 0.97 0.78 20.67 15.38 17.26 20.67 15.23 9.36

20618 5.02 15.23 2.34 1.70 1.56 1.42 1.30 1.17 0.94 24.82 17.67 19.34 24.82 19.12 10.48

22614 4.22 11.39 1.75 1.27 1.17 1.06 0.97 0.88 0.70 18.60 13.84 17.83 18.60 13.79 10.85

22615 4.51 12.87 1.98 1.44 1.32 1.20 1.10 0.99 0.79 20.98 15.61 19.05 20.98 16.05 11.60

22616 4.80 14.35 2.21 1.61 1.47 1.34 1.23 1.10 0.88 23.38 17.40 20.27 23.38 18.58 12.34

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 15: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

12

double span butt-jointed purlins

5.5

6.5

6.07.5

7.0

8.0

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

17615 3.86 9.02 1.29 0.94 0.86 0.78 0.72 0.64 0.52 14.80 10.22 11.01 14.80 9.82 5.4117616 4.11 10.01 1.43 1.04 0.95 0.87 0.79 0.71 0.57 16.41 10.92 12.21 16.41 11.50 5.7617618 4.60 11.97 1.71 1.24 1.14 1.04 0.95 0.85 0.68 19.58 12.32 14.57 19.18 12.88 6.4417620 5.09 13.85 1.98 1.44 1.32 1.20 1.10 0.99 0.79 22.65 13.75 16.29 21.19 14.24 7.1220613 3.67 8.18 1.17 0.85 0.78 0.71 0.65 0.58 0.47 13.43 9.99 11.64 13.43 8.58 6.5820614 3.94 9.34 1.33 0.97 0.89 0.81 0.74 0.67 0.53 15.31 11.39 12.51 15.31 10.12 7.0720615 4.22 10.52 1.50 1.09 1.00 0.91 0.83 0.75 0.60 17.23 12.82 13.38 17.23 11.85 7.5620616 4.49 11.71 1.67 1.22 1.12 1.01 0.93 0.84 0.67 19.17 13.73 14.26 19.17 13.80 8.0520618 5.02 14.08 2.01 1.46 1.34 1.22 1.12 1.01 0.80 23.01 15.45 17.12 23.01 17.36 9.0122614 4.22 10.53 1.50 1.09 1.00 0.91 0.84 0.75 0.60 17.25 12.83 14.71 17.25 12.41 9.3322615 4.51 11.89 1.70 1.24 1.13 1.03 0.94 0.85 0.68 19.46 14.48 15.72 19.46 14.48 9.9722616 4.80 13.27 1.90 1.38 1.26 1.15 1.05 0.95 0.76 21.69 16.06 16.73 21.69 16.80 10.6122618 5.38 16.00 2.29 1.66 1.52 1.39 1.27 1.14 0.91 26.12 18.06 19.43 26.12 20.58 11.8924615 4.69 12.68 1.81 1.32 1.21 1.10 1.01 0.91 0.72 20.74 15.43 17.15 20.74 16.19 11.6224616 4.99 14.17 2.02 1.47 1.35 1.23 1.12 1.01 0.81 23.15 17.22 18.25 23.15 18.75 12.3726616 5.30 15.61 2.23 1.62 1.49 1.35 1.24 1.11 0.89 25.48 18.96 20.81 25.48 22.21 15.6620615 4.22 9.77 1.30 0.95 0.87 0.79 0.72 0.65 0.52 16.06 11.19 11.95 16.06 10.80 6.5720616 4.49 10.88 1.45 1.06 0.97 0.88 0.81 0.73 0.58 17.87 11.95 13.29 17.87 12.59 6.9920618 5.02 13.09 1.75 1.27 1.16 1.06 0.97 0.87 0.70 21.46 13.48 15.96 21.46 15.66 7.8320620 5.56 15.24 2.03 1.48 1.35 1.23 1.13 1.02 0.81 24.95 15.04 18.25 23.72 17.32 8.6622614 4.22 9.78 1.30 0.95 0.87 0.79 0.72 0.65 0.52 16.08 11.96 12.00 16.08 11.26 8.1122615 4.51 11.05 1.47 1.07 0.98 0.89 0.82 0.74 0.59 18.14 13.09 13.50 18.14 13.17 8.6722616 4.80 12.33 1.64 1.20 1.10 1.00 0.91 0.82 0.66 20.22 13.96 15.04 20.22 15.31 9.2322618 5.38 14.88 1.98 1.44 1.32 1.20 1.10 0.99 0.79 24.35 15.73 18.12 24.35 18.79 10.3324615 4.69 11.79 1.57 1.14 1.05 0.95 0.87 0.79 0.63 19.34 14.25 14.39 19.34 14.71 10.1024616 4.99 13.17 1.76 1.28 1.17 1.06 0.98 0.88 0.70 21.58 15.20 16.06 21.58 17.07 10.7524618 5.59 15.92 2.12 1.54 1.42 1.29 1.18 1.06 0.85 26.05 17.11 19.38 26.05 20.62 12.0426616 5.30 14.51 1.93 1.41 1.29 1.17 1.07 0.97 0.77 23.75 17.32 17.67 23.75 20.18 13.6126618 5.94 17.62 2.35 1.71 1.57 1.42 1.31 1.17 0.94 28.80 19.47 21.43 28.80 23.81 15.2520616 4.49 10.15 1.27 0.92 0.85 0.77 0.71 0.63 0.51 16.73 10.36 12.45 16.73 11.58 6.1420618 5.02 12.22 1.53 1.11 1.02 0.93 0.85 0.76 0.61 20.10 11.72 14.85 19.20 13.74 6.8720620 5.56 14.22 1.78 1.29 1.19 1.08 0.99 0.89 0.71 23.36 13.12 16.45 21.23 15.19 7.6020623 6.35 16.86 2.11 1.53 1.40 1.28 1.17 1.05 0.84 28.04 15.28 18.84 24.24 17.35 8.6722615 4.51 10.31 1.29 0.94 0.86 0.78 0.72 0.64 0.52 16.99 11.31 12.64 16.99 12.06 7.6022616 4.80 11.51 1.44 1.05 0.96 0.87 0.80 0.72 0.58 18.94 12.08 14.09 18.94 14.05 8.0922618 5.38 13.89 1.74 1.26 1.16 1.05 0.96 0.87 0.69 22.81 13.64 16.97 22.57 17.27 9.0622620 5.95 16.21 2.03 1.47 1.35 1.23 1.13 1.01 0.81 26.58 15.24 19.29 24.95 19.85 10.0324615 4.69 11.00 1.37 1.00 0.92 0.83 0.76 0.69 0.55 18.11 12.30 13.47 18.11 13.46 8.8624616 4.99 12.29 1.54 1.12 1.02 0.93 0.85 0.77 0.61 20.21 13.13 15.04 20.21 15.65 9.4324618 5.59 14.87 1.86 1.35 1.24 1.13 1.03 0.93 0.74 24.40 14.82 18.15 24.40 18.93 10.5624620 6.19 17.39 2.17 1.58 1.45 1.32 1.21 1.09 0.87 28.49 16.53 21.04 27.25 21.77 11.6926616 5.30 13.54 1.69 1.23 1.13 1.03 0.94 0.85 0.68 22.25 14.92 16.55 22.25 18.48 11.9426618 5.94 16.45 2.06 1.50 1.37 1.25 1.14 1.03 0.82 26.97 16.82 20.07 26.97 21.83 13.37

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

Page 16: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201013

heavy end bay purlins

5.0

5.5

6.5

7.5

6.0

7.0

8.0

the heavy end bay system of purlins offers an economic solutionto the larger and multi span type buildings with five bays or moreand are valid when fixed exactly as described in our technical manual.Working loads have been calculated in accordance with bS5950Part 5 using a load factor of 1.6, a deflection limitation ofspan/180 and with the self weight of the section deducted.material grade S450, minimum yield strength 450n/mm2.for structural engineers wishing to check individual cases, ultimateloads are shown together with loads at different deflection criteria.in these cases the self weight of the purlin has not been deducted.tables are valid for roof pitches up to 25 degree slope.

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 technicaldepartment.

these load tables are not applicable to 'Polycoat' PurlinsContact Albion technical

load tables for heavy end bay purlins

SECtion WeightrEF Kg/M 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

14613 3.06 8.61 11.72 14.50 18.96 9.92 18.88 14.50 18.96 14.50 18.96 8.76 12.55 6.06 11.0714614 3.28 10.00 13.29 16.42 21.48 11.24 20.31 16.42 21.48 16.42 21.48 10.16 15.16 6.51 13.5014615 3.51 11.34 14.88 18.39 24.05 12.58 21.74 18.39 24.05 18.39 24.05 11.73 18.14 6.95 14.4214616 3.73 12.57 16.49 20.36 26.63 13.93 23.18 19.64 26.63 20.36 26.63 13.47 21.51 7.39 15.3414618 4.18 14.98 19.65 24.25 31.72 16.60 26.48 21.98 31.05 24.25 31.72 16.54 27.40 8.27 17.1617613 3.36 10.98 14.41 17.80 23.28 12.53 23.28 17.80 23.28 17.80 23.28 12.36 17.16 8.93 14.4917614 3.61 12.48 16.37 20.22 26.44 13.84 26.37 20.22 26.44 20.22 26.44 14.24 20.17 10.06 17.7117615 3.86 14.01 18.37 22.67 29.65 15.52 28.21 22.67 29.65 22.67 29.65 16.33 24.03 10.75 21.4017616 4.11 15.54 20.37 25.14 32.88 17.20 30.04 25.14 32.88 25.14 32.88 18.65 28.39 11.43 23.7317618 4.60 18.56 24.33 30.01 39.25 20.54 33.72 28.48 39.25 30.01 39.25 22.39 35.16 12.80 26.5517620 5.09 21.47 28.15 34.70 45.38 23.73 37.88 31.48 44.34 34.70 45.38 25.41 40.33 14.15 29.3514613 3.06 7.41 10.61 13.15 17.20 9.00 15.37 13.15 17.20 13.15 17.20 7.57 11.14 4.99 9.9214614 3.28 8.64 12.03 14.90 19.49 10.20 16.56 14.53 19.49 14.90 19.49 8.82 13.49 5.35 11.1114615 3.51 10.03 13.47 16.68 21.82 11.42 18.21 15.53 21.82 16.68 21.82 10.21 16.17 5.72 11.8714616 3.73 11.37 14.93 18.47 24.16 12.64 20.17 16.53 23.87 18.47 24.16 11.77 19.21 6.08 12.6214618 4.18 13.39 17.79 22.00 28.78 14.46 24.02 18.52 26.72 22.00 28.78 13.61 24.52 6.80 14.1214620 4.62 14.79 20.53 25.38 33.20 16.04 27.37 20.50 27.63 25.38 27.63 15.03 28.12 7.52 15.6017613 3.36 9.94 13.04 16.15 21.12 11.05 20.03 16.15 21.12 16.15 21.12 10.63 14.84 7.70 12.9617614 3.61 11.29 14.82 18.34 23.99 12.55 21.56 18.34 23.99 18.34 23.99 12.30 17.88 8.28 15.8617615 3.86 12.67 16.63 20.57 26.90 14.07 23.08 20.19 26.90 20.57 26.90 14.15 21.36 8.84 18.3517616 4.11 14.06 18.45 22.80 29.83 15.61 24.90 21.48 29.83 22.80 29.83 16.21 25.29 9.41 19.5217618 4.60 16.80 22.04 27.22 35.60 18.61 29.72 24.05 34.58 27.22 35.60 19.52 31.36 10.53 21.8520613 3.67 11.50 15.09 18.67 24.42 12.78 24.42 18.67 24.42 18.67 24.42 13.71 19.25 9.57 15.1220614 3.94 13.12 17.22 21.28 27.84 14.57 27.46 21.28 27.84 21.28 27.84 15.51 21.38 11.27 18.4420615 4.22 14.77 19.38 23.95 31.32 16.39 29.38 23.95 31.32 23.95 31.32 17.71 25.26 12.36 22.2414613 3.06 6.47 9.68 12.03 15.74 8.24 13.14 11.31 15.74 12.03 15.74 6.64 10.00 4.17 8.6614614 3.28 7.57 10.98 13.63 17.83 9.33 14.89 12.16 17.83 13.63 17.83 7.76 12.14 4.48 9.3014615 3.51 8.81 12.30 15.26 19.96 10.45 16.66 13.00 19.31 15.26 19.96 9.02 14.58 4.79 9.9414616 3.73 9.97 13.63 16.90 22.11 11.20 18.45 13.85 20.55 16.90 22.11 10.19 17.35 5.09 10.5714618 4.18 11.15 16.24 20.13 26.33 12.60 21.98 15.54 23.02 20.13 26.33 11.40 22.18 5.70 11.8214620 4.62 12.32 18.75 23.22 30.38 14.01 24.51 15.75 25.31 22.51 25.31 12.59 25.45 6.29 13.0617613 3.36 9.06 11.91 14.78 19.33 10.11 16.13 14.77 19.33 14.78 19.33 9.29 13.28 6.45 11.7117614 3.61 10.30 13.53 16.78 21.95 11.48 18.32 15.86 21.95 16.78 21.95 10.78 16.05 6.93 14.3617615 3.86 11.56 15.19 18.82 24.61 12.88 20.55 16.96 24.61 18.82 24.61 12.44 19.20 7.41 15.3717616 4.11 12.83 16.85 20.87 27.29 14.28 22.78 18.05 26.65 20.87 27.29 14.30 22.78 7.88 16.3517618 4.60 15.33 20.13 24.91 32.58 16.21 27.19 20.22 29.83 24.91 32.58 17.26 28.30 8.82 18.3020613 3.67 10.49 13.78 17.08 22.34 11.69 20.83 17.08 22.34 17.08 22.34 11.75 16.43 8.45 13.6320614 3.94 11.97 15.72 19.48 25.47 13.33 22.41 19.48 25.47 19.48 25.47 13.53 19.02 9.68 16.6620615 4.22 13.48 17.70 21.91 28.66 15.00 24.00 21.54 28.66 21.91 28.66 15.50 22.65 10.35 20.1220616 4.49 15.00 19.70 24.37 31.88 16.68 26.61 22.92 31.88 24.37 31.88 17.69 26.75 11.01 22.8520618 5.02 18.04 23.67 29.27 38.28 20.03 31.95 25.67 37.46 29.27 38.28 21.73 34.22 12.33 25.59

alloWaBlE loadS (kn)

u l t i M a t E l o a d ( k n ) d E F l E C t i o ng R A V i t y u P L i f t

L A t e R A L S u P P o R t S

0 RoWS 1 RoWS 2 RoWS SPAn/180 SPAn/360

Page 17: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

14

heavy end bay purlins

5.0

5.5

6.5

7.5

6.0

7.0

8.0

alloWaBlE loadS (kn)

u l t i M a t E l o a d ( k n ) d E F l E C t i o ng R A V i t y u P L i f t

L A t e R A L S u P P o R t S

0 RoWS 1 RoWS 2 RoWS SPAn/180 SPAn/360SECtion Weight

rEF Kg/M 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

17613 3.36 8.01 10.95 13.62 17.81 9.32 14.87 12.28 17.81 13.62 17.81 8.22 12.02 5.48 10.6817614 3.61 9.34 12.44 15.47 20.23 10.59 16.89 13.20 20.16 15.47 20.23 9.57 14.55 5.89 12.2117615 3.86 10.63 13.97 17.34 22.69 11.78 18.94 14.12 21.55 17.34 22.69 11.08 17.44 6.29 13.0517616 4.11 11.79 15.49 19.23 25.15 12.56 21.00 15.03 22.93 19.23 25.15 12.76 20.72 6.69 13.8917618 4.60 14.09 18.51 22.96 30.03 14.14 25.06 16.87 25.70 22.96 30.03 14.98 25.77 7.49 15.5417620 5.09 16.24 21.42 26.54 34.72 15.72 28.41 18.16 28.98 25.93 34.72 16.56 29.61 8.28 17.1817623 5.81 18.53 25.54 31.64 41.38 18.13 32.46 20.76 33.86 29.58 34.18 18.90 35.09 9.45 19.6120613 3.67 9.64 12.67 15.75 20.59 10.78 17.19 15.75 20.59 15.75 20.59 10.36 14.28 7.55 12.4120614 3.94 11.00 14.46 17.95 23.48 12.29 19.60 16.95 23.48 17.95 23.48 11.96 17.19 8.23 15.1820615 4.22 12.39 16.28 20.20 26.42 13.82 22.05 18.12 26.42 20.20 26.42 13.74 20.51 8.79 18.2420616 4.49 13.79 18.12 22.47 29.38 15.38 24.53 19.28 28.98 22.47 29.38 15.72 24.26 9.36 19.4120618 5.02 16.58 21.78 26.98 35.29 17.67 29.45 21.61 32.44 26.98 35.29 19.38 31.10 10.48 21.7420620 5.56 19.30 25.33 31.36 41.02 19.62 34.24 23.93 35.89 31.36 41.02 22.09 35.87 11.59 24.0422614 4.22 12.40 16.30 20.22 26.45 13.84 22.08 19.92 26.45 20.22 26.45 14.90 20.74 10.85 18.0922615 4.51 14.01 18.40 22.81 29.84 15.61 24.90 21.29 29.84 22.81 29.84 17.06 24.67 11.60 21.8422616 4.80 15.62 20.52 25.42 33.25 17.40 27.75 22.65 33.25 25.42 33.25 19.44 29.12 12.34 25.6122618 5.38 18.84 24.73 30.62 40.05 20.68 33.43 25.36 38.09 30.62 40.05 23.41 36.25 13.82 28.6822620 5.95 21.98 28.85 35.69 46.68 22.95 38.96 28.06 42.12 35.69 46.68 26.68 41.85 15.29 31.7317613 3.36 7.12 10.12 12.63 16.52 8.64 13.79 10.07 16.06 12.63 16.52 7.35 10.96 4.71 9.7817614 3.61 8.34 11.51 14.34 18.76 9.53 15.66 10.83 17.26 14.34 18.76 8.58 13.30 5.06 10.5017615 3.86 9.70 12.92 16.08 21.04 10.22 17.56 11.59 18.45 16.08 21.04 9.96 15.97 5.41 11.2317616 4.11 10.90 14.34 17.83 23.33 10.92 19.47 12.35 19.65 17.83 23.33 11.50 18.99 5.76 11.9417618 4.60 12.57 17.13 21.29 27.85 12.32 23.21 14.57 23.24 20.92 27.85 12.88 23.65 6.44 13.3717620 5.09 13.90 19.82 24.62 32.20 13.75 25.68 16.29 26.88 23.12 32.20 14.24 27.19 7.12 14.7820613 3.67 8.91 11.72 14.60 19.10 9.99 15.94 13.12 19.10 14.60 19.10 9.23 12.99 6.58 11.3820614 3.94 10.17 13.37 16.65 21.77 11.39 18.17 14.09 21.77 16.65 21.77 10.68 15.67 7.07 13.9420615 4.22 11.46 15.06 18.73 24.50 12.82 20.45 15.07 23.50 18.73 24.50 12.31 18.73 7.56 15.6920616 4.49 12.75 16.76 20.83 27.25 13.73 22.75 16.05 25.01 20.83 27.25 14.12 22.19 8.05 16.7020618 5.02 15.34 20.15 25.02 32.72 15.45 27.31 18.00 28.02 25.02 32.72 17.45 28.50 9.01 18.7020620 5.56 17.85 23.45 29.09 38.05 17.19 31.76 19.96 31.76 28.90 38.05 19.91 32.89 9.96 20.6822614 4.22 11.47 15.08 18.75 24.53 12.83 20.47 16.57 24.53 18.75 24.53 13.28 18.88 9.33 16.6022615 4.51 12.95 17.02 21.15 27.67 14.48 23.10 17.71 27.60 21.15 27.67 15.25 22.50 9.97 20.0622616 4.80 14.45 18.99 23.57 30.84 16.06 25.74 18.85 29.36 23.57 30.84 17.42 26.60 10.61 22.0322618 5.38 17.43 22.89 28.39 37.14 18.06 31.00 21.12 32.88 28.39 37.14 21.03 33.16 11.89 24.6722620 5.95 20.33 26.70 33.10 43.29 20.07 36.13 23.39 36.38 33.10 43.29 23.99 38.30 13.15 27.2917615 3.86 8.76 12.01 15.00 19.61 8.85 16.37 10.26 16.37 15.00 19.61 9.04 14.72 4.70 9.7617616 4.11 9.71 13.33 16.63 21.75 9.46 18.15 11.38 18.15 16.63 21.75 10.01 17.53 5.00 10.3817618 4.60 10.86 15.93 19.85 25.96 10.72 21.02 13.21 21.67 18.66 25.96 11.20 21.85 5.60 11.6217620 5.09 12.01 18.44 22.95 30.02 12.00 23.28 14.63 24.68 20.63 29.22 12.38 25.13 6.19 12.8420613 3.67 8.03 10.89 13.61 17.81 9.32 14.86 10.75 17.54 13.61 17.81 8.30 11.91 5.72 10.5120614 3.94 9.35 12.44 15.52 20.30 10.44 16.94 11.55 18.85 15.52 20.30 9.63 14.39 6.15 12.7620615 4.22 10.64 14.01 17.46 22.84 11.19 19.07 12.36 20.15 17.46 22.84 11.13 17.23 6.57 13.6420616 4.49 11.85 15.59 19.42 25.41 11.95 21.21 13.29 21.45 19.42 25.41 12.79 20.44 6.99 14.5120618 5.02 14.26 18.75 23.32 30.51 13.48 25.46 15.96 25.46 23.32 30.51 15.66 26.29 7.83 16.2520620 5.56 16.59 21.81 27.12 35.47 15.04 28.89 18.25 29.61 25.89 35.47 17.32 30.35 8.66 17.9720623 6.35 19.32 26.20 32.54 42.57 17.42 33.04 20.88 34.87 29.55 41.62 19.78 36.18 9.89 20.5220625 6.87 20.90 29.00 36.01 47.10 19.04 35.79 22.62 37.73 31.96 39.21 21.40 39.91 10.70 22.2022614 4.22 10.66 14.02 17.48 22.87 11.96 19.09 13.58 22.14 17.48 22.87 11.95 17.31 8.11 15.3322615 4.51 12.04 15.83 19.72 25.80 13.09 21.53 14.52 23.67 19.72 25.80 13.75 20.67 8.67 17.9922616 4.80 13.43 17.66 21.98 28.75 13.96 24.00 15.46 25.19 21.98 28.75 15.75 24.47 9.23 19.1422618 5.38 16.20 21.30 26.47 34.62 15.73 28.90 18.12 28.90 26.47 34.62 19.05 30.55 10.33 21.4417616 4.11 8.46 12.45 15.57 20.37 8.16 17.00 10.58 17.00 14.87 20.37 8.78 16.27 4.39 9.1117618 4.60 9.47 14.88 18.59 24.32 9.29 19.09 11.87 20.30 16.64 23.92 9.82 20.31 4.91 10.1917620 5.09 10.46 17.23 21.50 28.12 10.45 21.15 13.16 22.61 18.41 26.44 10.86 22.53 5.43 11.2720613 3.67 7.23 10.17 12.75 16.68 8.36 13.92 8.87 14.89 12.75 16.68 7.52 10.99 5.02 9.7620614 3.94 8.45 11.61 14.54 19.01 9.02 15.87 9.95 16.01 14.54 19.01 8.75 13.30 5.39 11.1920615 4.22 9.81 13.08 16.36 21.39 9.68 17.86 11.19 17.86 16.36 21.39 10.14 15.95 5.77 11.9620616 4.49 11.06 14.57 18.19 23.79 10.36 19.86 12.45 19.86 18.19 23.79 11.67 18.94 6.14 12.7320618 5.02 13.31 17.52 21.84 28.57 11.72 23.74 14.85 23.85 20.97 28.57 13.74 24.40 6.87 14.2520620 5.56 14.76 20.38 25.40 33.22 13.12 26.29 16.45 27.73 23.19 33.10 15.19 28.18 7.60 15.7620623 6.35 16.86 24.48 30.48 39.87 15.28 30.09 18.84 32.00 26.48 37.77 17.35 33.60 8.67 18.0020625 6.87 18.23 27.10 33.73 44.11 16.77 32.61 20.44 34.63 28.65 36.74 18.77 37.07 9.38 19.4722614 4.22 9.95 13.10 16.37 21.42 10.54 17.88 11.21 18.81 16.37 21.42 10.84 15.98 7.11 14.2422615 4.51 11.24 14.79 18.47 24.16 11.31 20.17 12.64 20.17 18.47 24.16 12.50 19.11 7.60 15.7822616 4.80 12.54 16.50 20.58 26.93 12.08 22.47 14.09 22.47 20.58 26.93 14.35 22.65 8.09 16.7922618 5.38 15.13 19.90 24.79 32.43 13.64 27.07 16.97 27.07 24.65 32.43 17.39 28.31 9.06 18.8122620 5.95 17.66 23.22 28.90 37.80 15.24 30.82 19.29 31.55 27.25 37.80 19.88 32.74 10.03 20.81

Page 18: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201015

heavy end bay purlins

8.5

9.5

9.0

10.0

12.0

11.0

13.0

14.0

15.0

SECtion WeightrEF Kg/M 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

20616 4.49 10.35 13.66 17.11 22.38 8.92 18.68 11.71 18.68 16.76 22.38 10.73 17.65 5.43 11.2620618 5.02 11.73 16.43 20.54 26.87 10.14 21.63 13.39 22.43 18.76 26.87 12.15 22.76 6.07 12.6120620 5.56 12.98 19.12 23.88 31.24 11.40 23.96 14.84 25.77 20.75 30.07 13.44 26.29 6.72 13.9420623 6.35 14.82 22.97 28.66 37.49 13.37 27.45 17.02 29.44 23.71 34.32 15.34 31.36 7.67 15.9220625 6.87 16.03 25.43 31.72 41.48 14.74 29.77 18.48 31.87 25.67 34.57 16.60 34.44 8.30 17.2222614 4.22 9.32 12.28 15.40 20.14 9.02 16.81 10.54 16.81 15.40 20.14 9.90 14.83 6.29 13.0522615 4.51 10.53 13.87 17.37 22.72 9.69 18.96 11.89 18.96 17.37 22.72 11.44 17.76 6.72 13.9522616 4.80 11.75 15.48 19.36 25.32 10.37 21.13 13.25 21.13 19.36 25.32 13.16 21.08 7.16 14.8522618 5.38 14.18 18.67 23.31 30.49 11.76 25.35 15.69 25.45 22.06 30.49 15.98 26.37 8.02 16.6322620 5.95 16.55 21.78 27.17 35.54 13.19 28.07 17.38 29.67 24.38 35.38 17.73 30.51 8.87 18.4022623 6.80 19.70 26.27 32.74 42.82 15.41 32.14 19.92 34.53 27.85 40.38 20.26 36.48 10.13 21.0224615 4.69 11.23 14.80 18.51 24.22 10.52 20.21 12.67 20.21 18.51 24.22 12.86 19.63 7.83 16.2524616 4.99 12.55 16.53 20.66 27.03 11.26 22.56 14.14 22.56 20.66 27.03 14.76 23.28 8.34 17.3024618 5.59 15.18 19.98 24.94 32.62 12.75 27.23 17.07 27.23 24.09 32.62 17.66 28.59 9.34 19.3824620 6.19 17.75 23.36 29.12 38.10 14.27 30.63 18.96 31.80 26.63 38.10 20.20 33.10 10.33 21.4424623 7.07 21.47 28.24 35.17 46.01 16.64 35.06 21.72 37.70 30.40 44.13 23.62 39.65 11.81 24.5022614 4.22 8.73 11.55 14.53 19.01 7.66 15.86 9.94 15.86 14.53 19.01 9.10 13.83 5.60 11.6222615 4.51 9.90 13.05 16.39 21.44 8.24 17.90 11.22 17.90 16.39 21.44 10.54 16.59 5.99 12.4322616 4.80 11.05 14.57 18.27 23.89 8.84 19.94 12.50 19.94 17.60 23.89 12.14 19.71 6.37 13.2322618 5.38 13.34 17.57 22.00 28.78 10.06 23.10 14.12 24.02 19.69 28.78 14.28 24.68 7.14 14.8122620 5.95 15.27 20.51 25.65 33.54 11.33 25.59 15.66 27.84 21.78 32.15 15.79 28.56 7.90 16.3922623 6.80 17.45 24.73 30.89 40.41 13.34 29.33 17.97 31.82 24.88 36.70 18.04 34.17 9.02 18.7222625 7.36 18.88 27.45 34.27 44.82 14.75 31.83 19.52 34.45 26.94 39.70 19.53 37.78 9.76 20.2624615 4.69 10.56 13.92 17.47 22.85 8.94 19.08 11.96 19.08 17.47 22.85 11.83 18.33 6.98 14.4824616 4.99 11.80 15.56 19.50 25.51 9.58 21.29 13.35 21.29 19.22 25.51 13.60 21.75 7.43 15.4124618 5.59 14.28 18.81 23.54 30.79 10.88 25.19 15.40 25.70 21.50 30.79 16.30 26.74 8.32 17.2624620 6.19 16.70 21.99 27.49 35.95 12.23 27.91 17.07 30.01 23.77 35.14 18.41 30.97 9.20 19.1024623 7.07 20.20 26.59 33.19 43.42 14.36 31.98 19.58 34.73 27.15 40.11 21.03 37.11 10.52 21.8224625 7.65 22.09 29.56 36.87 48.23 15.86 34.68 21.26 37.60 29.39 43.38 22.76 41.08 11.38 23.6226616 5.30 13.01 17.14 21.46 28.07 10.82 23.43 14.69 23.43 21.46 28.07 16.20 25.27 9.40 19.5126618 5.94 15.81 20.82 26.02 34.03 12.26 28.41 17.59 28.41 24.60 34.03 19.00 30.21 10.53 21.8626620 6.58 18.55 24.42 30.49 39.89 13.75 31.90 19.49 33.29 27.19 39.89 21.77 35.07 11.66 24.1922615 4.51 9.33 12.32 15.52 20.30 7.06 16.94 10.61 16.94 14.72 20.30 9.76 15.55 5.37 11.1422616 4.80 10.42 13.75 17.29 22.62 7.58 18.75 11.30 18.88 15.66 22.62 11.26 18.50 5.71 11.8522618 5.38 12.30 16.59 20.83 27.25 8.64 21.05 12.69 22.74 17.53 26.42 12.80 23.19 6.40 13.2822620 5.95 13.61 19.37 24.28 31.76 9.76 23.34 14.09 25.68 19.39 29.21 14.16 26.85 7.08 14.6922623 6.80 15.54 23.36 29.25 38.26 11.54 26.78 16.20 29.36 22.17 33.35 16.17 32.12 8.09 16.7822625 7.36 16.82 25.92 32.44 42.43 12.81 29.09 17.62 31.80 21.87 36.08 17.50 35.52 8.75 18.1624615 4.69 9.96 13.14 16.54 21.64 7.65 18.06 11.32 18.06 16.07 21.64 10.94 17.18 6.25 12.9724616 4.99 11.13 14.69 18.46 24.15 8.20 20.16 12.32 20.16 17.09 24.15 12.60 20.41 6.66 13.8124618 5.59 13.47 17.76 22.28 29.15 9.34 22.95 13.83 24.33 19.13 28.88 14.91 25.11 7.46 15.4724620 6.19 15.76 20.77 26.02 34.04 10.52 25.44 15.35 28.02 21.16 31.92 16.50 29.10 8.25 17.1224623 7.07 18.20 25.12 31.43 41.10 12.40 29.18 17.63 32.04 24.18 36.44 18.85 34.88 9.43 19.5626616 5.30 12.27 16.18 20.32 26.58 9.26 22.18 13.91 22.18 19.55 26.58 14.99 23.69 8.43 17.4826618 5.94 14.91 19.66 24.63 32.22 10.52 26.21 15.78 26.90 21.87 32.22 17.60 28.34 9.44 19.5926620 6.58 17.51 23.07 28.87 37.76 11.81 29.05 17.50 31.52 24.17 36.56 20.18 32.91 10.45 21.6830718 6.72 17.58 23.16 29.00 37.93 16.59 31.66 19.85 31.66 29.00 37.93 22.12 33.52 13.70 28.4330720 7.44 20.96 27.60 34.50 45.13 18.50 37.67 23.61 37.67 34.50 45.13 26.08 40.65 15.17 31.4824616 4.99 10.53 13.90 17.53 22.93 7.09 18.61 11.03 19.14 15.13 22.93 11.73 19.22 6.00 12.4524618 5.59 12.75 16.82 21.16 27.67 8.09 20.89 12.39 23.10 16.94 26.20 13.44 23.66 6.72 13.9424620 6.19 14.27 19.67 24.70 32.31 9.14 23.17 13.77 25.86 18.74 28.96 14.87 27.43 7.44 15.4324623 7.07 16.30 23.79 29.84 39.03 10.81 26.62 15.85 29.58 21.44 33.06 16.99 32.89 8.50 17.6326616 5.30 11.60 15.32 19.29 25.23 8.00 21.06 12.58 21.06 17.29 25.23 13.93 22.29 7.59 15.7626618 5.94 14.11 18.61 23.39 30.59 9.10 23.84 14.12 25.53 19.35 30.00 16.38 26.69 8.51 17.6626620 6.58 16.57 21.85 27.41 35.85 10.24 26.43 15.67 29.57 21.39 33.16 18.79 31.00 9.42 19.5426630 9.68 26.74 36.99 46.26 60.50 16.80 39.51 23.60 43.61 30.15 49.43 27.69 51.32 13.84 28.7330718 6.72 16.63 21.93 27.53 36.01 14.34 30.06 18.84 30.06 27.53 36.01 20.52 31.50 12.35 25.6330720 7.44 19.84 26.15 32.76 42.85 16.02 35.77 22.42 35.77 31.86 42.85 24.23 38.24 13.67 28.3730723 8.51 24.56 32.35 40.46 52.93 18.63 42.48 26.03 44.18 36.38 52.93 29.01 46.62 15.64 32.4530725 9.22 27.63 36.38 45.47 59.47 20.44 46.05 28.23 49.64 39.37 58.04 32.13 52.07 16.94 35.1530730 10.97 35.03 46.11 57.55 75.28 25.19 54.93 33.72 59.48 46.76 68.88 39.72 65.28 20.15 41.80

alloWaBlE loadS (kn)

u l t i M a t E l o a d ( k n ) d E F l E C t i o ng R A V i t y u P L i f t

L A t e R A L S u P P o R t S

0 RoWS 1 RoWS 2 RoWS SPAn/180 SPAn/360

Page 19: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

16

heavy end bay purlins

8.5

9.5

9.0

10.0

12.0

11.0

13.0

14.0

15.0

SECtion WeightrEF Kg/M 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

26616 5.30 10.45 13.82 17.52 22.91 6.10 17.46 9.90 19.13 13.26 21.90 12.19 19.93 6.26 13.0026618 5.94 12.72 16.80 21.24 27.78 6.97 19.62 11.15 22.73 14.85 24.50 14.04 23.89 7.02 14.5626620 6.58 14.83 19.73 24.89 32.56 7.87 21.80 12.41 25.17 17.04 27.18 15.53 27.77 7.77 16.1226623 7.52 16.95 23.98 30.20 39.50 9.32 25.10 14.34 28.81 20.15 32.97 17.76 33.43 8.88 18.4226625 8.14 18.35 26.74 33.64 44.01 10.36 27.32 15.65 31.23 21.83 36.65 19.22 37.10 9.61 19.9426630 9.68 21.79 33.43 42.01 54.94 13.20 33.00 19.07 37.29 26.00 43.51 22.83 46.04 11.42 23.6930718 6.72 15.00 19.81 25.00 32.70 10.90 27.30 16.90 27.30 23.36 32.70 17.88 28.11 10.18 21.1330720 7.44 17.89 23.62 29.75 38.91 12.22 31.38 18.73 32.48 25.83 38.91 21.16 34.17 11.28 23.4030723 8.51 22.17 29.24 36.75 48.06 14.27 35.97 21.49 39.97 29.50 45.18 25.39 41.70 12.90 26.7630725 9.22 24.94 32.89 41.29 54.01 15.71 39.03 23.34 43.29 31.94 48.89 27.94 46.60 13.97 28.9930730 10.97 31.64 41.70 52.27 68.36 19.54 46.70 28.00 51.54 35.59 58.04 33.23 58.46 16.61 34.4734118 8.35 18.45 24.37 30.77 40.25 21.06 33.60 30.38 40.25 30.77 40.25 21.89 30.80 14.95 23.3134120 9.25 22.62 29.86 37.58 49.16 25.72 41.03 33.63 49.16 37.58 49.16 25.90 35.65 18.84 30.8830720 7.44 16.27 21.51 27.25 35.64 9.56 26.45 15.27 29.75 20.56 33.16 18.75 30.87 9.46 19.6330723 8.51 20.16 26.64 33.65 44.02 11.22 30.38 17.57 34.65 23.50 37.86 21.64 37.70 10.82 22.4530725 9.22 22.35 29.97 37.81 49.46 12.39 33.01 19.12 37.54 25.88 41.29 23.44 42.15 11.72 24.3130730 10.97 26.58 38.01 47.87 62.61 15.55 39.67 23.09 44.76 31.16 51.86 27.87 52.92 13.94 28.9234118 8.35 16.76 22.18 28.18 36.86 19.29 30.77 23.45 36.86 28.18 36.86 18.70 26.28 13.20 21.0234120 9.25 20.56 27.19 34.42 45.02 23.56 37.58 25.98 43.37 34.42 45.02 22.63 31.87 16.14 27.9234123 10.59 26.51 35.00 44.15 57.74 27.76 48.20 30.21 49.65 44.15 57.74 30.00 45.57 18.49 38.3634125 11.48 30.53 40.30 50.73 66.36 30.22 55.39 34.72 55.39 50.73 66.36 35.83 56.77 20.04 41.5840120 10.11 23.49 31.04 39.24 51.32 26.85 42.84 31.67 51.32 39.24 51.32 30.02 41.91 21.62 34.9640123 11.58 30.62 40.42 50.90 66.58 33.69 55.57 36.24 60.54 50.90 66.58 39.39 57.58 26.26 51.1740125 12.56 35.45 46.76 58.78 76.88 36.63 64.17 40.23 65.59 58.78 76.88 46.35 70.52 28.46 59.0640130 14.98 47.37 62.43 78.24 102.34 44.07 85.42 53.55 85.42 78.24 102.34 58.80 91.94 33.93 70.4130720 7.44 14.88 19.72 25.13 32.87 7.65 22.13 12.23 26.21 17.20 27.50 16.09 28.14 8.05 16.7030723 8.51 17.33 24.43 31.04 40.60 9.03 25.49 14.14 30.01 21.15 33.89 18.41 34.40 9.20 19.1030725 9.22 18.77 27.49 34.88 45.62 10.00 27.77 15.44 32.55 22.92 38.08 19.94 38.47 9.97 20.6930730 10.97 22.32 34.88 44.15 57.75 12.66 33.58 18.83 38.88 27.31 46.42 23.71 48.32 11.86 24.6034118 8.35 15.28 20.32 26.00 34.00 17.66 28.38 18.48 31.21 26.00 34.00 16.34 22.73 11.79 19.1334120 9.25 18.82 24.93 31.75 41.53 19.67 34.66 21.73 34.66 31.75 41.53 20.03 28.83 13.74 25.4734123 10.59 24.27 32.11 40.72 53.26 22.73 44.46 27.87 44.46 40.72 53.26 26.70 41.38 15.73 32.6434125 11.48 27.97 36.98 46.79 61.21 24.82 51.09 32.03 51.09 46.79 61.21 32.00 51.66 17.05 35.3734130 13.68 37.08 48.96 61.75 80.77 30.20 64.54 39.96 67.42 56.07 80.77 40.62 69.41 20.31 42.1440120 10.11 21.50 28.46 36.19 47.34 23.82 39.51 24.96 42.14 36.19 47.34 26.49 36.61 19.34 31.8540123 11.58 28.06 37.09 46.95 61.41 27.46 51.26 32.13 51.26 46.95 61.41 34.96 52.19 22.34 46.3540125 12.56 32.49 42.93 54.22 70.92 29.92 59.19 37.11 59.19 54.22 70.92 41.26 64.06 24.22 50.2530723 8.51 14.69 22.53 28.81 37.68 7.40 21.18 11.45 25.93 18.49 31.45 15.85 31.62 7.93 16.4530725 9.22 15.91 25.36 32.37 42.34 8.22 23.15 12.52 28.14 20.05 35.07 17.17 35.37 8.59 17.8130730 10.97 18.92 32.18 40.97 53.59 10.50 28.24 15.36 33.73 23.95 41.68 20.42 42.37 10.21 21.1934118 8.35 13.41 18.72 24.12 31.55 14.23 26.34 16.51 26.34 24.12 31.55 14.55 20.16 10.64 17.5534120 9.25 16.64 22.98 29.46 38.54 15.89 32.17 20.16 32.17 29.46 38.54 17.91 26.30 11.83 23.4134123 10.59 22.35 29.62 37.79 49.43 18.43 41.26 25.86 41.26 37.49 49.43 24.00 37.89 13.54 28.1134125 11.48 25.77 34.13 43.42 56.80 20.17 47.41 29.14 47.41 40.60 56.80 28.86 47.38 14.68 30.4634130 13.68 33.11 45.21 57.31 74.96 24.74 57.19 34.85 62.46 48.34 71.82 34.98 63.74 17.49 36.2940120 10.11 19.78 26.25 33.59 43.93 19.19 36.67 22.99 36.67 33.59 43.93 23.62 33.34 16.79 29.2440123 11.58 25.84 34.23 43.57 56.99 22.18 47.57 29.82 47.57 43.57 56.99 31.34 47.70 19.24 39.9140125 12.56 29.94 39.63 50.31 65.81 24.21 54.93 34.43 54.93 49.66 65.81 37.10 58.65 20.85 43.2740130 14.98 40.06 52.96 66.97 87.60 29.48 69.77 42.45 73.12 59.07 87.60 47.26 76.66 24.86 51.5834123 10.59 20.22 27.46 35.25 46.10 15.14 38.48 23.28 38.48 32.09 46.10 21.77 34.93 11.79 24.4634125 11.48 23.84 31.64 40.51 52.98 16.60 42.35 25.28 44.22 34.76 52.98 25.55 43.75 12.77 26.5134130 13.68 28.43 41.95 53.46 69.92 20.46 50.68 30.31 56.22 41.42 63.31 30.44 58.93 15.22 31.5840120 10.11 18.28 24.32 31.33 40.98 15.70 34.21 21.44 34.21 31.33 40.98 21.26 30.58 14.61 27.0140123 11.58 23.91 31.74 40.64 53.16 18.18 44.37 27.81 44.37 39.22 53.16 28.35 43.91 16.74 34.7340125 12.56 27.72 36.76 46.93 61.39 19.88 51.24 30.78 51.24 42.48 61.39 33.65 54.07 18.15 37.6540130 14.98 37.12 49.15 62.47 81.71 24.31 61.73 36.83 68.21 50.54 77.55 42.94 70.74 21.63 44.8840132 15.94 40.79 53.98 68.53 89.63 26.16 65.75 39.25 73.08 53.74 82.45 46.02 77.25 23.01 47.75

alloWaBlE loadS (kn)

u l t i M a t E l o a d ( k n ) d E F l E C t i o ng R A V i t y u P L i f t

L A t e R A L S u P P o R t S

0 RoWS 1 RoWS 2 RoWS SPAn/180 SPAn/360

Page 20: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201017

single span butt-jointed purlins

3.5

4.5

6.54.0

6.0

5.0

7.0

5.5 8.0

7.5

Single span purlin load tables may be used where purlins arerequired to span in the depth of the rafters, or where continuity ofthe system cannot be achieved. the tables are valid when thepurlins are fixed exactly as described in our technical manual.Working loads have been calculated in accordance with bS5950Part 5 using a load factor of 1.6, a deflection limitation ofspan/180 and with the self weight of the section deducted.material grade S450, minimum yield strength 450n/mm2.for structural engineers wishing to check individual cases, ultimateloads are shown together with loads at different deflection criteria.

in these cases the self weight of the purlin has not been deducted.tables are valid for roof pitches up to 25 degree slope.

notes:1. When using ultimate tables, load factors must be applied.2. Wind uplift figures shown are for screw fixed cladding, forhook bolt type fixing please contact our technical department.

these load tables are not applicable to 'Polycoat' PurlinsContact Albion technical

load tables for single span butt-jointed purlin systemsPurl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtion

SECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F trEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/360

0 RoWS 1 RoWS 2 RoWS

12515 2.80 7.17 2.05 1.49 1.37 1.24 1.14 1.02 0.82 14.76 7.07 13.44 14.76 7.26 3.6312516 2.98 7.62 2.18 1.58 1.45 1.32 1.21 1.09 0.87 16.08 7.61 14.29 16.08 7.72 3.8614613 3.06 9.75 2.79 2.03 1.86 1.69 1.55 1.39 1.11 15.75 13.55 15.75 15.75 11.41 5.8214614 3.28 11.06 3.16 2.30 2.11 1.91 1.75 1.58 1.26 17.85 14.59 17.85 17.85 12.49 6.2514615 3.51 12.38 3.54 2.57 2.36 2.14 1.97 1.77 1.42 19.98 15.63 19.98 19.98 13.35 6.6714616 3.73 13.72 3.92 2.85 2.61 2.38 2.18 1.96 1.57 22.12 16.67 22.12 22.12 14.20 7.1012515 2.80 5.40 1.35 0.98 0.90 0.82 0.75 0.68 0.54 12.86 4.88 10.64 12.86 5.51 2.7612516 2.98 5.74 1.44 1.04 0.96 0.87 0.80 0.72 0.57 14.01 5.28 11.32 14.01 5.86 2.9314613 3.06 8.47 2.12 1.54 1.41 1.28 1.18 1.06 0.85 13.72 9.37 13.72 13.72 8.83 4.4214614 3.28 9.36 2.34 1.70 1.56 1.42 1.30 1.17 0.94 15.55 10.12 15.55 15.55 9.49 4.7414615 3.51 10.00 2.50 1.82 1.67 1.51 1.39 1.25 1.00 17.41 10.87 17.41 17.41 10.13 5.0714616 3.73 10.63 2.66 1.93 1.77 1.61 1.48 1.33 1.06 19.28 11.64 19.28 19.28 10.78 5.3914618 4.18 11.89 2.97 2.16 1.98 1.80 1.65 1.49 1.19 22.96 13.22 22.37 22.96 12.06 6.0314613 3.06 6.80 1.51 1.10 1.01 0.92 0.84 0.76 0.60 12.16 6.64 12.16 12.16 6.93 3.4714614 3.28 7.30 1.62 1.18 1.08 0.98 0.90 0.81 0.65 13.78 7.19 13.78 13.78 7.45 3.7214615 3.51 7.80 1.73 1.26 1.16 1.05 0.96 0.87 0.69 15.42 7.74 15.42 15.42 7.95 3.9814616 3.73 8.30 1.84 1.34 1.23 1.12 1.02 0.92 0.74 17.08 8.31 16.61 17.08 8.46 4.2314618 4.18 9.28 2.06 1.50 1.38 1.25 1.15 1.03 0.83 20.34 9.49 18.58 20.34 9.46 4.7317613 3.36 9.20 2.05 1.49 1.36 1.24 1.14 1.02 0.82 14.93 8.69 14.93 14.93 10.69 5.3617614 3.61 10.46 2.32 1.69 1.55 1.41 1.29 1.16 0.93 16.96 9.38 16.96 16.96 11.51 5.7517615 3.86 11.74 2.61 1.90 1.74 1.58 1.45 1.30 1.04 19.01 10.08 19.01 19.01 12.30 6.1517616 4.11 12.91 2.87 2.09 1.91 1.74 1.59 1.43 1.15 21.08 10.79 21.08 21.08 13.09 6.5414616 3.73 6.64 1.33 0.97 0.88 0.80 0.74 0.66 0.53 15.33 6.18 13.79 15.33 6.82 3.4114618 4.18 7.42 1.48 1.08 0.99 0.90 0.82 0.74 0.59 18.26 7.09 15.44 18.26 7.63 3.8114620 4.62 8.20 1.64 1.19 1.09 0.99 0.91 0.82 0.66 21.07 8.06 17.08 21.07 8.42 4.2117613 3.36 8.23 1.65 1.20 1.10 1.00 0.91 0.82 0.66 13.40 6.39 13.40 13.40 8.63 4.3217614 3.61 9.10 1.82 1.32 1.21 1.10 1.01 0.91 0.73 15.22 6.91 15.22 15.22 9.27 4.6417615 3.86 9.72 1.94 1.41 1.30 1.18 1.08 0.97 0.78 17.07 7.43 16.83 17.07 9.91 4.9617616 4.11 10.35 2.07 1.50 1.38 1.25 1.15 1.03 0.83 18.93 7.97 17.91 18.93 10.54 5.2717618 4.60 11.58 2.32 1.68 1.54 1.40 1.29 1.16 0.93 22.59 9.08 20.04 22.59 11.80 5.9020613 3.67 9.53 1.91 1.39 1.27 1.15 1.06 0.95 0.76 15.49 8.30 15.49 15.49 11.75 6.0320614 3.94 10.87 2.17 1.58 1.45 1.32 1.21 1.09 0.87 17.66 8.96 17.66 17.66 12.96 6.4820615 4.22 12.24 2.45 1.78 1.63 1.48 1.36 1.22 0.98 19.88 9.62 19.88 19.88 13.85 6.9317614 3.61 7.44 1.35 0.98 0.90 0.82 0.75 0.68 0.54 13.81 5.25 13.05 13.81 7.63 3.8217615 3.86 7.95 1.45 1.05 0.96 0.88 0.80 0.72 0.58 15.48 5.66 13.95 15.48 8.16 4.0817616 4.11 8.46 1.54 1.12 1.03 0.93 0.85 0.77 0.62 17.17 6.08 14.84 17.17 8.68 4.3417618 4.60 9.47 1.72 1.25 1.15 1.04 0.96 0.86 0.69 20.49 6.96 16.62 20.49 9.71 4.8620613 3.67 8.61 1.57 1.14 1.04 0.95 0.87 0.78 0.63 14.06 6.28 14.06 14.06 9.88 4.9620614 3.94 9.83 1.79 1.30 1.19 1.08 0.99 0.89 0.71 16.02 6.78 16.02 16.02 10.66 5.3320615 4.22 11.07 2.01 1.46 1.34 1.22 1.12 1.01 0.81 18.03 7.30 17.71 18.03 11.40 5.7020616 4.49 11.89 2.16 1.57 1.44 1.31 1.20 1.08 0.86 20.06 7.82 18.84 20.06 12.13 6.0720618 5.02 13.31 2.42 1.76 1.61 1.47 1.34 1.21 0.97 24.08 8.89 21.09 24.08 13.58 6.7922614 4.22 11.08 2.02 1.47 1.34 1.22 1.12 1.01 0.81 18.05 7.92 18.05 18.05 14.06 7.0322615 4.51 12.52 2.28 1.66 1.52 1.38 1.26 1.14 0.91 20.36 8.51 20.36 20.36 15.03 7.52

Page 21: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

18

single span butt-jointed purlins

3.5

4.5

6.54.0

6.0

5.0

7.0

5.5 8.0

7.5

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtionSECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F t

rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/3600 RoWS 1 RoWS 2 RoWS

17620 5.09 8.69 1.45 1.05 0.97 0.88 0.80 0.72 0.58 21.68 6.25 15.15 21.33 8.99 4.4920613 3.67 7.85 1.31 0.95 0.87 0.79 0.73 0.65 0.52 12.86 4.87 12.80 12.86 8.31 4.1620614 3.94 8.70 1.45 1.05 0.97 0.88 0.81 0.72 0.58 14.66 5.27 13.75 14.66 8.93 4.4620615 4.22 9.30 1.55 1.13 1.03 0.94 0.86 0.77 0.62 16.50 5.68 14.69 16.50 9.54 4.7720616 4.49 9.90 1.65 1.20 1.10 1.00 0.92 0.82 0.66 18.35 6.10 15.63 18.35 10.16 5.0820618 5.02 11.08 1.85 1.34 1.23 1.12 1.03 0.92 0.74 22.04 6.96 17.51 22.04 11.37 5.6922614 4.22 10.11 1.68 1.23 1.12 1.02 0.94 0.84 0.67 16.52 6.15 16.16 16.52 11.78 5.8922615 4.51 11.42 1.90 1.38 1.27 1.15 1.06 0.95 0.76 18.63 6.61 17.26 18.63 12.59 6.2922616 4.80 12.73 2.12 1.54 1.41 1.29 1.18 1.06 0.85 20.77 7.08 18.36 20.77 13.40 6.7022618 5.38 14.69 2.45 1.78 1.63 1.48 1.36 1.22 0.98 25.01 8.05 20.55 25.01 15.01 7.5024615 4.69 12.17 2.03 1.48 1.35 1.23 1.13 1.01 0.81 19.86 7.18 18.84 19.86 14.66 7.3324616 4.99 13.60 2.27 1.65 1.51 1.37 1.26 1.13 0.91 22.17 7.68 20.04 22.17 15.61 7.8020618 5.02 9.34 1.44 1.05 0.96 0.87 0.80 0.72 0.58 20.31 5.58 14.36 20.31 9.66 4.8320620 5.56 10.33 1.59 1.16 1.06 0.96 0.88 0.79 0.64 23.61 6.33 15.91 23.59 10.68 5.3420623 6.35 11.80 1.82 1.32 1.21 1.10 1.01 0.91 0.73 28.34 7.55 18.26 26.92 12.20 6.1022614 4.22 9.28 1.43 1.04 0.95 0.87 0.79 0.71 0.57 15.22 4.88 13.23 15.22 10.00 5.0022615 4.51 10.41 1.60 1.16 1.07 0.97 0.89 0.80 0.64 17.17 5.25 14.13 17.17 10.69 5.3522616 4.80 11.08 1.70 1.24 1.14 1.03 0.95 0.85 0.68 19.14 5.64 15.04 19.14 11.38 5.6922618 5.38 12.41 1.91 1.39 1.27 1.16 1.06 0.95 0.76 23.05 6.43 16.85 23.05 12.75 6.3724615 4.69 11.18 1.72 1.25 1.15 1.04 0.96 0.86 0.69 18.31 5.70 15.42 18.31 12.46 6.2324616 4.99 12.49 1.92 1.40 1.28 1.16 1.07 0.96 0.77 20.43 6.11 16.40 20.43 13.26 6.6324618 5.59 14.50 2.23 1.62 1.49 1.35 1.24 1.12 0.89 24.66 6.95 18.37 24.66 14.85 7.4324623 7.07 18.33 2.82 2.05 1.88 1.71 1.57 1.41 1.13 34.78 9.24 23.25 34.55 18.78 9.3924625 7.65 19.84 3.05 2.22 2.04 1.85 1.70 1.53 1.22 38.63 10.24 25.21 37.36 20.33 10.1620625 6.87 10.88 1.55 1.13 1.04 0.94 0.86 0.78 0.62 29.08 7.00 16.16 25.94 11.35 5.6822614 4.22 8.32 1.19 0.86 0.79 0.72 0.66 0.59 0.48 14.12 3.94 10.66 14.12 8.60 4.3022615 4.51 8.89 1.27 0.92 0.85 0.77 0.71 0.64 0.51 15.93 4.25 11.40 15.93 9.20 4.6022616 4.80 9.46 1.35 0.98 0.90 0.82 0.75 0.68 0.54 17.75 4.57 12.13 17.75 9.79 4.8922618 5.38 10.60 1.51 1.10 1.01 0.92 0.84 0.76 0.61 21.38 5.23 13.60 21.38 10.96 5.4822620 5.95 11.72 1.67 1.22 1.12 1.02 0.93 0.84 0.67 24.92 5.93 15.08 24.69 12.13 6.0624615 4.69 10.33 1.48 1.07 0.98 0.89 0.82 0.74 0.59 16.98 4.61 12.43 16.98 10.71 5.3624616 4.99 11.06 1.58 1.15 1.05 0.96 0.88 0.79 0.63 18.95 4.94 13.22 18.95 11.40 5.7024618 5.59 12.39 1.77 1.29 1.18 1.07 0.98 0.89 0.71 22.87 5.65 14.82 22.87 12.78 6.3924620 6.19 13.71 1.96 1.42 1.31 1.19 1.09 0.98 0.78 26.71 6.39 16.41 26.71 14.13 7.0726616 5.30 12.72 1.82 1.32 1.21 1.10 1.01 0.91 0.73 20.85 5.58 15.07 20.85 14.44 7.2226618 5.94 15.45 2.21 1.60 1.47 1.34 1.23 1.10 0.88 25.28 6.35 16.87 25.28 16.18 8.0922620 5.95 10.11 1.35 0.98 0.90 0.82 0.75 0.67 0.54 23.23 4.93 12.32 22.00 10.54 5.2722623 6.80 11.55 1.54 1.12 1.03 0.93 0.86 0.77 0.62 27.98 5.91 14.18 25.11 12.04 6.0222625 7.36 12.50 1.67 1.21 1.11 1.01 0.93 0.83 0.67 31.04 6.62 15.44 27.16 13.03 6.5224615 4.69 8.97 1.20 0.87 0.80 0.72 0.66 0.60 0.48 15.83 3.79 10.12 15.83 9.31 4.6624616 4.99 9.55 1.27 0.93 0.85 0.77 0.71 0.64 0.51 17.66 4.07 10.78 17.66 9.91 4.9624618 5.59 10.70 1.43 1.04 0.95 0.86 0.79 0.71 0.57 21.32 4.67 12.09 21.32 11.10 5.5524620 6.19 11.83 1.58 1.15 1.05 0.96 0.88 0.79 0.63 24.90 5.30 13.40 24.03 12.29 6.1424623 7.07 13.52 1.80 1.31 1.20 1.09 1.00 0.90 0.72 30.07 6.32 15.40 27.42 14.04 7.0224625 7.65 14.63 1.95 1.42 1.30 1.18 1.08 0.98 0.78 33.40 7.05 16.75 29.66 15.19 7.6026616 5.30 11.81 1.57 1.15 1.05 0.95 0.87 0.79 0.63 19.44 4.58 12.27 19.44 12.55 6.2726618 5.94 13.63 1.82 1.32 1.21 1.10 1.01 0.91 0.73 23.57 5.23 13.75 23.57 14.06 7.0326620 6.58 15.08 2.01 1.46 1.34 1.22 1.12 1.01 0.80 27.62 5.91 15.23 27.51 15.56 7.7822623 6.80 10.03 1.25 0.91 0.84 0.76 0.70 0.63 0.50 26.21 5.01 11.78 22.37 10.56 5.2822625 7.36 10.86 1.36 0.99 0.90 0.82 0.75 0.68 0.54 29.07 5.64 12.84 24.20 11.43 5.7224618 5.59 9.30 1.16 0.85 0.78 0.70 0.65 0.58 0.47 19.97 3.91 10.00 19.36 9.74 4.8724620 6.19 10.29 1.29 0.94 0.86 0.78 0.71 0.64 0.51 23.32 4.45 11.10 21.39 10.78 5.3924623 7.07 11.76 1.47 1.07 0.98 0.89 0.82 0.74 0.59 28.16 5.34 12.78 24.42 12.31 6.1624625 7.65 12.73 1.59 1.16 1.06 0.96 0.88 0.80 0.64 31.28 5.99 13.92 26.42 13.33 6.6624630 9.09 15.11 1.89 1.37 1.26 1.15 1.05 0.94 0.76 38.84 7.83 16.86 31.37 15.82 7.9126616 5.30 10.59 1.32 0.96 0.88 0.80 0.74 0.66 0.53 18.21 3.82 10.13 18.21 11.01 5.5026618 5.94 11.87 1.48 1.08 0.99 0.90 0.82 0.74 0.59 22.08 4.37 11.37 22.08 12.33 6.1726620 6.58 13.14 1.64 1.19 1.09 1.00 0.91 0.82 0.66 25.87 4.96 12.60 24.48 13.65 6.8226623 7.52 15.02 1.88 1.37 1.25 1.14 1.04 0.94 0.75 31.39 5.91 14.47 27.94 15.60 7.8026625 8.14 16.26 2.03 1.48 1.35 1.23 1.13 1.02 0.81 34.97 6.60 15.74 30.22 16.89 8.45

Page 22: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201019

single span butt-jointed purlins

8.5

9.5

9.0

10.0

12.0

14.0

11.0

13.0

15.0

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtionSECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F t

rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/3600 RoWS 1 RoWS 2 RoWS

22625 7.36 9.50 1.12 0.81 0.75 0.68 0.62 0.56 0.45 27.34 4.86 10.82 21.53 10.11 5.0524618 5.59 8.15 0.96 0.70 0.64 0.58 0.53 0.48 0.38 18.78 3.32 8.37 17.20 8.61 4.3124620 6.19 9.02 1.06 0.77 0.71 0.64 0.59 0.53 0.42 21.93 3.80 9.31 19.01 9.53 4.7624623 7.07 10.30 1.21 0.88 0.81 0.73 0.67 0.61 0.48 26.48 4.58 10.74 21.71 10.89 5.4424625 7.65 11.15 1.31 0.95 0.87 0.80 0.73 0.66 0.52 29.42 5.15 11.71 23.49 11.79 5.8924630 9.09 13.24 1.56 1.13 1.04 0.94 0.87 0.78 0.62 36.53 6.80 14.25 27.92 13.99 7.0026618 5.94 10.41 1.23 0.89 0.82 0.74 0.68 0.61 0.49 20.76 3.70 9.51 19.67 10.91 5.4526620 6.58 11.53 1.36 0.99 0.90 0.82 0.75 0.68 0.54 24.33 4.21 10.56 21.74 12.07 6.0426623 7.52 13.17 1.55 1.13 1.03 0.94 0.86 0.77 0.62 29.52 5.05 12.15 24.81 13.80 6.9026625 8.14 14.26 1.68 1.22 1.12 1.02 0.93 0.84 0.67 32.88 5.65 13.22 26.84 14.94 7.4730718 6.72 14.79 1.74 1.27 1.16 1.05 0.97 0.87 0.70 24.44 5.73 15.35 24.44 15.83 7.9130720 7.44 16.91 1.99 1.45 1.33 1.21 1.11 0.99 0.80 29.08 6.45 17.00 29.08 17.52 8.7626620 6.58 10.17 1.13 0.82 0.75 0.69 0.63 0.57 0.45 22.96 3.62 8.94 19.24 10.75 5.3826623 7.52 11.63 1.29 0.94 0.86 0.78 0.72 0.65 0.52 27.86 4.36 10.30 21.96 12.29 6.1426625 8.14 12.59 1.40 1.02 0.93 0.85 0.78 0.70 0.56 31.03 4.90 11.23 23.77 13.30 6.6526630 9.68 14.95 1.66 1.21 1.11 1.01 0.92 0.83 0.66 38.75 6.44 13.65 28.25 15.80 7.9030718 6.72 13.51 1.50 1.09 1.00 0.91 0.83 0.75 0.60 23.06 4.88 12.96 23.06 14.10 7.0530720 7.44 14.96 1.66 1.21 1.11 1.01 0.92 0.83 0.66 27.44 5.50 14.36 27.44 15.61 7.8030723 8.51 17.11 1.90 1.38 1.27 1.15 1.06 0.95 0.76 33.89 6.50 16.46 31.93 17.85 8.9330725 9.22 18.53 2.06 1.50 1.37 1.25 1.14 1.03 0.82 38.08 7.21 17.88 34.54 19.34 9.6730730 10.97 22.03 2.45 1.78 1.63 1.48 1.36 1.22 0.98 48.21 9.18 21.47 41.00 23.00 11.5034118 8.35 17.10 1.90 1.38 1.27 1.15 1.06 0.95 0.76 28.38 12.68 28.38 28.38 22.74 12.0234120 9.25 20.96 2.33 1.69 1.55 1.41 1.29 1.16 0.93 34.67 14.13 34.67 34.67 26.27 13.3240120 10.11 23.92 2.66 1.93 1.77 1.61 1.48 1.33 1.06 39.52 17.11 39.52 39.52 36.22 18.9130718 6.72 12.01 1.26 0.92 0.84 0.77 0.70 0.63 0.51 21.83 4.19 11.04 21.83 12.64 6.3230720 7.44 13.30 1.40 1.02 0.93 0.85 0.78 0.70 0.56 25.98 4.74 12.24 25.17 13.99 6.9930723 8.51 15.21 1.60 1.16 1.07 0.97 0.89 0.80 0.64 32.09 5.62 14.06 28.74 16.00 8.0030725 9.22 16.48 1.73 1.26 1.16 1.05 0.96 0.87 0.69 36.06 6.26 15.28 31.10 17.33 8.6730730 10.97 19.59 2.06 1.50 1.38 1.25 1.15 1.03 0.83 45.64 8.02 18.40 36.92 20.61 10.3134118 8.35 16.12 1.70 1.23 1.13 1.03 0.94 0.85 0.68 26.87 10.82 26.87 26.87 20.59 10.7834120 9.25 19.76 2.08 1.51 1.39 1.26 1.16 1.04 0.83 32.82 12.07 32.54 32.82 23.83 11.9434123 10.59 25.45 2.68 1.95 1.79 1.62 1.49 1.34 1.07 42.09 14.00 37.21 42.09 27.34 13.6734125 11.48 28.57 3.01 2.19 2.01 1.82 1.67 1.50 1.20 48.37 15.32 40.31 48.37 29.63 14.8240120 10.11 22.56 2.38 1.73 1.58 1.44 1.32 1.19 0.95 37.41 14.60 37.41 37.41 32.81 16.9530720 7.44 11.88 1.19 0.86 0.79 0.72 0.66 0.59 0.48 24.66 4.12 10.53 22.59 12.61 6.3030723 8.51 13.59 1.36 0.99 0.91 0.82 0.76 0.68 0.54 30.46 4.91 12.11 25.80 14.42 7.2130725 9.22 14.72 1.47 1.07 0.98 0.89 0.82 0.74 0.59 34.23 5.48 13.18 27.92 15.62 7.8134118 8.35 15.23 1.52 1.11 1.02 0.92 0.85 0.76 0.61 25.51 9.32 25.51 25.51 18.74 9.7134120 9.25 18.68 1.87 1.36 1.25 1.13 1.04 0.93 0.75 31.16 10.41 28.47 31.16 21.52 10.7634123 10.59 23.61 2.36 1.72 1.57 1.43 1.31 1.18 0.94 39.96 12.09 32.56 39.96 24.65 12.3240120 10.11 21.34 2.13 1.55 1.42 1.29 1.19 1.07 0.85 35.52 12.57 34.75 35.52 29.88 15.2840123 11.58 27.81 2.78 2.02 1.85 1.69 1.54 1.39 1.11 46.08 14.54 39.72 46.08 35.00 17.5034118 8.35 13.70 1.25 0.91 0.83 0.75 0.69 0.62 0.50 23.17 7.07 19.42 23.17 15.76 8.0134120 9.25 16.76 1.52 1.11 1.02 0.92 0.85 0.76 0.61 28.30 7.91 21.51 28.30 17.75 8.8834123 10.59 19.19 1.74 1.27 1.16 1.06 0.97 0.87 0.70 36.29 9.23 24.63 36.29 20.33 10.1634125 11.48 20.80 1.89 1.38 1.26 1.15 1.05 0.95 0.76 41.71 10.14 26.71 41.71 22.03 11.0134130 13.68 24.78 2.25 1.64 1.50 1.37 1.25 1.13 0.90 55.04 12.58 31.93 54.28 26.25 13.1240120 10.11 19.21 1.75 1.27 1.16 1.06 0.97 0.87 0.70 32.26 9.53 26.22 32.26 25.15 12.6040123 11.58 25.06 2.28 1.66 1.52 1.38 1.27 1.14 0.91 41.84 11.06 29.99 41.84 28.87 14.4340125 12.56 29.02 2.64 1.92 1.76 1.60 1.47 1.32 1.06 48.32 12.12 32.50 48.32 31.29 15.6540130 14.98 35.70 3.25 2.36 2.16 1.97 1.80 1.62 1.30 64.32 14.89 38.74 64.32 37.31 18.6540132 15.94 37.98 3.45 2.51 2.30 2.09 1.92 1.73 1.38 70.55 16.06 41.24 70.55 39.69 19.84

Page 23: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

20

single span butt-jointed purlins

8.5

9.5

9.0

10.0

12.0

14.0

11.0

13.0

15.0

Purl in CEntrES in MEtrES ultiMatE loadS (kn) dEFlECtionSECtion Weight udl 1.0 1.375 1.5 1.65 1.8 2.0 2.5 graVity u P l i F t

rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) L A t e R A L R e S t R A i n t S SPAn/180 SPAn/3600 RoWS 1 RoWS 2 RoWS

34123 10.59 15.81 1.32 0.96 0.88 0.80 0.73 0.66 0.53 33.24 7.23 19.04 33.24 17.05 8.5234125 11.48 17.13 1.43 1.04 0.95 0.87 0.79 0.71 0.57 38.20 7.97 20.67 38.20 18.48 9.2434130 13.68 20.41 1.70 1.24 1.13 1.03 0.95 0.85 0.68 50.41 9.97 24.78 46.68 22.02 11.0140120 10.11 17.43 1.45 1.06 0.97 0.88 0.81 0.73 0.58 29.54 7.42 20.23 29.54 21.14 10.5740123 11.58 22.76 1.90 1.38 1.26 1.15 1.05 0.95 0.76 38.32 8.64 23.16 38.32 24.21 12.1140125 12.56 24.78 2.06 1.50 1.38 1.25 1.15 1.03 0.83 44.25 9.49 25.12 44.25 26.25 13.1240130 14.98 29.54 2.46 1.79 1.64 1.49 1.37 1.23 0.98 58.91 11.74 30.01 57.12 31.29 15.6540132 15.94 31.42 2.62 1.90 1.75 1.59 1.45 1.31 1.05 64.62 12.70 31.97 60.72 33.29 16.6434130 13.68 16.99 1.31 0.95 0.87 0.79 0.73 0.65 0.52 46.49 8.08 19.65 40.04 18.73 9.3740120 10.11 15.91 1.22 0.89 0.82 0.74 0.68 0.61 0.49 27.25 5.90 15.95 27.25 17.98 8.9940123 11.58 19.13 1.47 1.07 0.98 0.89 0.82 0.74 0.59 35.35 6.90 18.28 35.35 20.60 10.3040125 12.56 20.74 1.60 1.16 1.06 0.97 0.89 0.80 0.64 40.82 7.59 19.84 40.82 22.33 11.1740130 14.98 24.72 1.90 1.38 1.27 1.15 1.06 0.95 0.76 54.34 9.46 23.75 48.94 26.62 13.3140132 15.94 26.30 2.02 1.47 1.35 1.23 1.12 1.01 0.81 59.60 10.27 25.33 52.03 28.32 14.1634130 13.68 14.26 1.02 0.74 0.68 0.62 0.57 0.51 0.41 43.15 6.68 15.88 34.14 16.13 8.0640120 10.11 14.10 1.01 0.73 0.67 0.61 0.56 0.50 0.40 25.29 4.78 12.80 25.29 15.49 7.7440123 11.58 16.16 1.15 0.84 0.77 0.70 0.64 0.58 0.46 32.80 5.61 14.69 32.36 17.74 8.8740125 12.56 17.51 1.25 0.91 0.83 0.76 0.69 0.63 0.50 37.88 6.19 15.96 35.04 19.23 9.6240130 14.98 20.88 1.49 1.08 0.99 0.90 0.83 0.75 0.60 50.42 7.78 19.15 41.68 22.93 11.4640132 15.94 22.21 1.59 1.15 1.06 0.96 0.88 0.79 0.63 55.31 8.46 20.45 44.32 24.39 12.1934130 13.68 12.03 0.80 0.58 0.53 0.49 0.45 0.40 0.32 40.25 5.61 13.03 28.86 14.04 7.0240120 10.11 11.99 0.80 0.58 0.53 0.48 0.44 0.40 0.32 23.59 3.94 10.44 23.59 13.48 6.7440123 11.58 13.74 0.92 0.67 0.61 0.56 0.51 0.46 0.37 30.60 4.64 11.99 27.28 15.44 7.7240125 12.56 14.89 0.99 0.72 0.66 0.60 0.55 0.50 0.40 35.34 5.14 13.04 29.55 16.73 8.3740130 14.98 17.75 1.18 0.86 0.79 0.72 0.66 0.59 0.47 47.04 6.50 15.69 35.16 19.95 9.9740132 15.94 18.89 1.26 0.92 0.84 0.76 0.70 0.63 0.50 51.59 7.09 16.77 37.39 21.22 10.61

Page 24: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/2010

side rail sleeved system

21

1Note: Additional diagonal tie wires are

required where spans exceed 6 metres2 metres max

strut

timberrafters

timberbattens

diagonal tie wiresshould be usedwhen no structuralmember exists atbottom of the slope

tiles

However due to the high rotational forces imposed on the purlins

caused by the high load and steep slope factors normally

encountered in roofs of this type, it is essential that adequate

restraining methods are employed. This can be achieved by

adopting the layout shown in diagram 1 and the following points

be adhered to.

timber rafter

timber rafter

channel or anglecleat (suppliedby others) fixedwith self tappingscrews

timber rafter

45x45x2mm coldformed angle fixedusing self tappingscrews or on standardgauge lines

2

3

4

1. Side rail support type struts are fixed between the purlins with

a maximum unrestrained length of 2m. For spans in excess of

6m contact our Technical Department for tie wire arrangement.

2. At the bottom of the slope the struts should be fixed back to a

structural member. Where no structural member exists then

diagonal tie wires should be used as shown in diagram 1.

3. The maximum length of slope unsupported via diagonal tie

wires or structural member should not exceed 5.4m.

4. Rigid type restraints are continued over the apex.

Diagrams 2,3 & 4: typical examples of fixing battens to the

purlins.

tiled roof

15

timber battens

timber battens

timber battens

timber rafterfixed as shownwith site drilledholes3.5

50

side rail sleeved system

metric load tables for side rail sleeved 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 )

Sleeved side rail load tables are for buildings with two bays ormore and are valid when fixed as shown on pages 7, 9 & 10.An allowance for the cladding weight has been made and theloads shown are for horizontal wind loads. All loads have beencalculated in accordance with BS 5950 : Part 5 using a loadfactor of 1.4.All spans up to 6.1m have been calculated using one row of siderail supports and above 6.1m, two rows.

For structural engineers wishing to check individual casesultimate wind pressure is shown in the right hand column.

Notes:1. The loads shown in the tables are for wind pressure, forwind suction the tabulated loads should be multiplied by 0.9.2. When using ultimate tables load factors must be applied.

Note:

Provided the rafters are spaced at no more than 600mm

centres along the purlin length the load may be assumed to

be uniformly distributed.

When tiles/battens incorporate a steel deck which is screw

fixed to purlins contact our technical department for restraint

details.

Deflection should be taken into consideration to prevent tiles

lifting, check with tile manufacturer, and recommend that

deflection ratio is limited to span/250 in a vertical plain.

The use of traditional tiled roof construction on steel framed

buildings is becoming increasingly popular. Typical examples of

this are new supermarkets which are required to blend into an

existing townscape.

3.5

4.54.0

5.0

5.5

6.5

6.0

7.0

Sleeved side rail load tables are for buildings with two bays ormore and are valid when fixed as shown in our technical manual.Loads have been calculated in accordance with bS 5950 Part 5using a load factor of 1.4.material grade S450, minimum yield strength 450n/mm2.An allowance for a cladding weight of 0.15kn/m2 has beenmade 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 ultimatewind pressures are shown together with limiting loads forspan/150 and span/300 deflection criteria.

these load tables are not applicable to 'Polycoat' RailsContact Albion technical

load tables for side rail sleeved system

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

12515 2.80 13.55 3.87 3.10 2.58 2.35 2.15 1.94 1.55 1.29 18.97 15.15 9.4512516 2.98 14.76 4.22 3.37 2.81 2.56 2.34 2.11 1.69 1.41 20.67 16.32 10.0414613 3.06 14.46 4.13 3.30 2.75 2.50 2.29 2.07 1.65 1.38 20.24 18.11 11.5814614 3.28 16.38 4.68 3.74 3.12 2.84 2.60 2.34 1.87 1.56 22.93 20.06 13.4914615 3.51 18.34 5.24 4.19 3.49 3.18 2.91 2.62 2.10 1.75 25.67 22.15 15.6314616 3.73 20.30 5.80 4.64 3.87 3.52 3.22 2.90 2.32 1.93 28.43 24.79 18.0214618 4.18 24.19 6.91 5.53 4.61 4.19 3.84 3.46 2.76 2.30 33.86 29.83 20.6612515 2.80 11.81 2.95 2.36 1.97 1.79 1.64 1.48 1.18 0.98 16.53 12.42 7.1712516 2.98 12.86 3.22 2.57 2.14 1.95 1.79 1.61 1.29 1.07 18.01 13.40 7.6214613 3.06 12.60 3.15 2.52 2.10 1.91 1.75 1.57 1.26 1.05 17.64 14.16 9.4714614 3.28 14.27 3.57 2.85 2.38 2.16 1.98 1.78 1.43 1.19 19.98 15.75 11.0914615 3.51 15.98 3.99 3.20 2.66 2.42 2.22 2.00 1.60 1.33 22.37 17.74 12.9114616 3.73 17.69 4.42 3.54 2.95 2.68 2.46 2.21 1.77 1.47 24.77 20.08 14.0214618 4.18 21.07 5.27 4.21 3.51 3.19 2.93 2.63 2.11 1.76 29.50 24.29 15.6912515 2.80 10.46 2.32 1.86 1.55 1.41 1.29 1.16 0.93 0.77 14.64 10.48 5.6312516 2.98 11.30 2.51 2.01 1.67 1.52 1.40 1.26 1.00 0.84 15.96 11.30 5.9814613 3.06 11.16 2.48 1.98 1.65 1.50 1.38 1.24 0.99 0.83 15.63 11.43 7.9614614 3.28 12.64 2.81 2.25 1.87 1.70 1.56 1.40 1.12 0.94 17.70 12.92 9.3714615 3.51 14.16 3.15 2.52 2.10 1.91 1.75 1.57 1.26 1.05 19.82 14.74 10.3514616 3.73 15.67 3.48 2.79 2.32 2.11 1.94 1.74 1.39 1.16 21.94 16.75 11.0114618 4.18 18.67 4.15 3.32 2.77 2.51 2.31 2.07 1.66 1.38 26.14 20.36 12.3112515 2.80 9.02 1.80 1.44 1.20 1.09 1.00 0.90 0.72 0.60 13.14 9.02 4.5412516 2.98 9.65 1.93 1.54 1.29 1.17 1.07 0.96 0.77 0.64 14.32 9.65 4.8214613 3.06 9.51 1.90 1.52 1.27 1.15 1.06 0.95 0.76 0.63 14.03 9.51 6.8414614 3.28 10.94 2.19 1.75 1.46 1.33 1.22 1.09 0.88 0.73 15.89 10.94 7.8114615 3.51 12.54 2.51 2.01 1.67 1.52 1.39 1.25 1.00 0.84 17.79 12.54 8.3414616 3.73 14.07 2.81 2.25 1.88 1.71 1.56 1.41 1.13 0.94 19.70 14.30 8.8714618 4.18 16.76 3.35 2.68 2.23 2.03 1.86 1.68 1.34 1.12 23.46 17.45 9.9217613 3.36 12.30 2.46 1.97 1.64 1.49 1.37 1.23 0.98 0.82 17.22 13.98 9.4317614 3.61 13.97 2.79 2.24 1.86 1.69 1.55 1.40 1.12 0.93 19.56 15.54 11.0717615 3.86 15.67 3.13 2.51 2.09 1.90 1.74 1.57 1.25 1.04 21.93 17.63 12.9017616 4.11 17.37 3.47 2.78 2.32 2.11 1.93 1.74 1.39 1.16 24.32 19.99 13.72

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 25: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

22

side rail sleeved system

3.5

4.54.0

5.0

5.5

6.5

6.0

7.0

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

12515 2.80 7.47 1.36 1.09 0.91 0.82 0.75 0.68 0.54 0.45 11.92 7.47 3.7312516 2.98 7.94 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 12.99 7.94 3.9714613 3.06 8.18 1.49 1.19 0.99 0.90 0.83 0.74 0.59 0.50 12.72 8.18 5.9814614 3.28 9.44 1.72 1.37 1.14 1.04 0.95 0.86 0.69 0.57 14.42 9.44 6.4214615 3.51 10.86 1.97 1.58 1.32 1.20 1.10 0.99 0.79 0.66 16.14 10.86 6.8614616 3.73 12.42 2.26 1.81 1.51 1.37 1.25 1.13 0.90 0.75 17.87 12.42 7.3014618 4.18 15.20 2.76 2.21 1.84 1.68 1.54 1.38 1.11 0.92 21.29 15.21 8.1717613 3.36 11.16 2.03 1.62 1.35 1.23 1.13 1.01 0.81 0.68 15.62 11.76 8.2117614 3.61 12.67 2.30 1.84 1.54 1.40 1.28 1.15 0.92 0.77 17.74 13.31 9.6717615 3.86 14.21 2.58 2.07 1.72 1.57 1.44 1.29 1.03 0.86 19.90 15.20 10.6117616 4.11 15.76 2.87 2.29 1.91 1.74 1.59 1.43 1.15 0.96 22.06 17.29 11.2920613 3.67 12.90 2.35 1.88 1.56 1.42 1.30 1.17 0.94 0.78 18.06 15.74 10.1712515 2.80 6.25 1.04 0.83 0.69 0.63 0.58 0.52 0.42 0.35 10.91 6.25 3.1312516 2.98 6.65 1.11 0.89 0.74 0.67 0.62 0.55 0.44 0.37 11.89 6.65 3.3214613 3.06 7.14 1.19 0.95 0.79 0.72 0.66 0.60 0.48 0.40 11.64 7.14 5.0114614 3.28 8.28 1.38 1.10 0.92 0.84 0.77 0.69 0.55 0.46 13.19 8.28 5.3814615 3.51 9.54 1.59 1.27 1.06 0.96 0.88 0.80 0.64 0.53 14.77 9.54 5.7514616 3.73 10.95 1.83 1.46 1.22 1.11 1.01 0.91 0.73 0.61 16.35 10.95 6.1114618 4.18 13.46 2.24 1.79 1.50 1.36 1.25 1.12 0.90 0.75 19.48 13.46 6.8417613 3.36 10.09 1.68 1.34 1.12 1.02 0.93 0.84 0.67 0.56 14.30 10.09 7.2517614 3.61 11.60 1.93 1.55 1.29 1.17 1.07 0.97 0.77 0.64 16.24 11.61 8.3117615 3.86 13.00 2.17 1.73 1.44 1.31 1.20 1.08 0.87 0.72 18.21 13.30 8.8917616 4.11 14.42 2.40 1.92 1.60 1.46 1.34 1.20 0.96 0.80 20.19 15.17 9.4517618 4.60 17.21 2.87 2.30 1.91 1.74 1.59 1.43 1.15 0.96 24.10 18.20 10.5820613 3.67 11.81 1.97 1.57 1.31 1.19 1.09 0.98 0.79 0.66 16.53 13.41 8.9420614 3.94 13.46 2.24 1.79 1.50 1.36 1.25 1.12 0.90 0.75 18.84 14.87 10.4820615 4.22 15.14 2.52 2.02 1.68 1.53 1.40 1.26 1.01 0.84 21.20 16.77 12.2120616 4.49 16.84 2.81 2.25 1.87 1.70 1.56 1.40 1.12 0.94 23.58 18.99 13.2214614 3.28 7.34 1.13 0.90 0.75 0.68 0.63 0.56 0.45 0.38 12.16 7.34 4.5714615 3.51 8.49 1.31 1.05 0.87 0.79 0.73 0.65 0.52 0.44 13.61 8.49 4.8814616 3.73 9.77 1.50 1.20 1.00 0.91 0.83 0.75 0.60 0.50 15.07 9.77 5.1914618 4.18 11.62 1.79 1.43 1.19 1.08 0.99 0.89 0.71 0.60 17.95 11.62 5.8117613 3.36 8.89 1.37 1.09 0.91 0.83 0.76 0.68 0.55 0.46 13.18 8.89 6.4817614 3.61 10.26 1.58 1.26 1.05 0.96 0.88 0.79 0.63 0.53 14.96 10.26 7.0617615 3.86 11.79 1.81 1.45 1.21 1.10 1.01 0.91 0.73 0.60 16.78 11.79 7.5517616 4.11 13.29 2.04 1.64 1.36 1.24 1.14 1.02 0.82 0.68 18.61 13.49 8.0317618 4.60 15.86 2.44 1.95 1.63 1.48 1.36 1.22 0.98 0.81 22.21 16.22 8.9920613 3.67 10.88 1.67 1.34 1.12 1.01 0.93 0.84 0.67 0.56 15.23 11.58 7.9620614 3.94 12.40 1.91 1.53 1.27 1.16 1.06 0.95 0.76 0.64 17.37 12.97 9.3520615 4.22 13.96 2.15 1.72 1.43 1.30 1.19 1.07 0.86 0.72 19.54 14.80 10.5520616 4.49 15.52 2.39 1.91 1.59 1.45 1.33 1.19 0.96 0.80 21.73 16.81 11.2320618 5.02 18.64 2.87 2.29 1.91 1.74 1.59 1.43 1.15 0.96 26.10 20.53 12.5722614 4.22 13.97 2.15 1.72 1.43 1.30 1.19 1.07 0.86 0.72 19.56 16.52 11.4922615 4.51 15.76 2.43 1.94 1.62 1.47 1.35 1.21 0.97 0.81 22.07 18.48 13.3817613 3.36 7.92 1.13 0.90 0.75 0.69 0.63 0.57 0.45 0.38 12.22 7.92 5.6617614 3.61 9.17 1.31 1.05 0.87 0.79 0.73 0.65 0.52 0.44 13.88 9.17 6.0817615 3.86 10.56 1.51 1.21 1.01 0.91 0.84 0.75 0.60 0.50 15.56 10.56 6.4917616 4.11 12.11 1.73 1.38 1.15 1.05 0.96 0.86 0.69 0.58 17.25 12.11 6.9117618 4.60 14.60 2.09 1.67 1.39 1.26 1.16 1.04 0.83 0.70 20.60 14.60 7.7320613 3.67 10.09 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 14.13 10.13 7.1520614 3.94 11.50 1.64 1.31 1.10 1.00 0.91 0.82 0.66 0.55 16.11 11.54 8.4320615 4.22 12.94 1.85 1.48 1.23 1.12 1.03 0.92 0.74 0.62 18.12 13.20 9.0720616 4.49 14.40 2.06 1.65 1.37 1.25 1.14 1.03 0.82 0.69 20.16 15.03 9.6620618 5.02 17.29 2.47 1.98 1.65 1.50 1.37 1.23 0.99 0.82 24.20 18.42 10.8122614 4.22 12.96 1.85 1.48 1.23 1.12 1.03 0.93 0.74 0.62 18.14 14.46 10.3422615 4.51 14.62 2.09 1.67 1.39 1.27 1.16 1.04 0.84 0.70 20.47 16.45 11.9722616 4.80 16.29 2.33 1.86 1.55 1.41 1.29 1.16 0.93 0.78 22.81 18.66 12.7422618 5.38 19.62 2.80 2.24 1.87 1.70 1.56 1.40 1.12 0.93 27.47 22.37 14.2724615 4.69 15.58 2.23 1.78 1.48 1.35 1.24 1.11 0.89 0.74 21.81 18.60 13.49

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 26: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201023

side rail sleeved system

7.5 9.5

8.511.0

8.0 10.0

9.0

12.0

13.0

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

17615 3.86 9.55 1.27 1.02 0.85 0.77 0.71 0.64 0.51 0.42 14.51 9.55 5.6417616 4.11 10.97 1.46 1.17 0.98 0.89 0.81 0.73 0.59 0.49 16.09 10.97 6.0017618 4.60 13.25 1.77 1.41 1.18 1.07 0.98 0.88 0.71 0.59 19.20 13.25 6.7217620 5.09 14.86 1.98 1.58 1.32 1.20 1.10 0.99 0.79 0.66 22.20 14.86 7.4320613 3.67 9.00 1.20 0.96 0.80 0.73 0.67 0.60 0.48 0.40 13.17 9.00 6.4820614 3.94 10.37 1.38 1.11 0.92 0.84 0.77 0.69 0.55 0.46 15.02 10.37 7.3820615 4.22 11.89 1.58 1.27 1.06 0.96 0.88 0.79 0.63 0.53 16.90 11.89 7.8920616 4.49 13.42 1.79 1.43 1.19 1.08 0.99 0.89 0.72 0.60 18.79 13.57 8.3920618 5.02 16.12 2.15 1.72 1.43 1.30 1.19 1.07 0.86 0.72 22.57 16.67 9.4022614 4.22 12.08 1.61 1.29 1.07 0.98 0.89 0.81 0.64 0.54 16.91 12.95 9.3822615 4.51 13.63 1.82 1.45 1.21 1.10 1.01 0.91 0.73 0.61 19.08 14.78 10.4022616 4.80 15.19 2.03 1.62 1.35 1.23 1.13 1.01 0.81 0.68 21.26 16.81 11.0722618 5.38 18.29 2.44 1.95 1.63 1.48 1.36 1.22 0.98 0.81 25.61 20.19 12.4024615 4.69 14.53 1.94 1.55 1.29 1.17 1.08 0.97 0.77 0.65 20.34 16.70 12.1220614 3.94 9.39 1.17 0.94 0.78 0.71 0.65 0.59 0.47 0.39 14.06 9.39 6.4720615 4.22 10.79 1.35 1.08 0.90 0.82 0.75 0.67 0.54 0.45 15.82 10.79 6.9220616 4.49 12.34 1.54 1.23 1.03 0.93 0.86 0.77 0.62 0.51 17.60 12.34 7.3620618 5.02 15.10 1.89 1.51 1.26 1.14 1.05 0.94 0.75 0.63 21.13 15.21 8.2420620 5.56 17.34 2.17 1.73 1.44 1.31 1.20 1.08 0.87 0.72 24.57 17.34 9.1222614 4.22 11.31 1.41 1.13 0.94 0.86 0.79 0.71 0.57 0.47 15.84 11.70 8.5322615 4.51 12.76 1.60 1.28 1.06 0.97 0.89 0.80 0.64 0.53 17.87 13.39 9.1222616 4.80 14.23 1.78 1.42 1.19 1.08 0.99 0.89 0.71 0.59 19.92 15.26 9.7122618 5.38 17.13 2.14 1.71 1.43 1.30 1.19 1.07 0.86 0.71 23.99 18.37 10.8822620 5.95 19.97 2.50 2.00 1.66 1.51 1.39 1.25 1.00 0.83 27.96 20.94 12.0324615 4.69 13.61 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 19.05 15.11 10.6324616 4.99 15.18 1.90 1.52 1.27 1.15 1.05 0.95 0.76 0.63 21.26 17.19 11.3124618 5.59 18.33 2.29 1.83 1.53 1.39 1.27 1.15 0.92 0.76 25.66 20.42 12.6726616 5.30 16.71 2.09 1.67 1.39 1.27 1.16 1.04 0.84 0.70 23.40 20.64 14.3220615 4.22 9.86 1.16 0.93 0.77 0.70 0.64 0.58 0.46 0.39 14.88 9.86 6.1220616 4.49 11.30 1.33 1.06 0.89 0.81 0.74 0.66 0.53 0.44 16.55 11.30 6.5120618 5.02 13.96 1.64 1.31 1.09 1.00 0.91 0.82 0.66 0.55 19.87 13.96 7.2922614 4.22 10.64 1.25 1.00 0.83 0.76 0.70 0.63 0.50 0.42 14.90 10.65 7.5522615 4.51 12.00 1.41 1.13 0.94 0.86 0.78 0.71 0.56 0.47 16.80 12.22 8.0722616 4.80 13.38 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 18.73 13.95 8.5922618 5.38 16.11 1.90 1.52 1.26 1.15 1.05 0.95 0.76 0.63 22.56 16.83 9.6224615 4.69 12.79 1.51 1.20 1.00 0.91 0.84 0.75 0.60 0.50 17.91 13.77 9.4024616 4.99 14.28 1.68 1.34 1.12 1.02 0.93 0.84 0.67 0.56 19.99 15.70 10.0024618 5.59 17.24 2.03 1.62 1.35 1.23 1.13 1.01 0.81 0.68 24.13 18.68 11.2126616 5.30 15.72 1.85 1.48 1.23 1.12 1.03 0.92 0.74 0.62 22.00 18.82 12.6726618 5.94 19.05 2.24 1.79 1.49 1.36 1.25 1.12 0.90 0.75 26.68 21.97 14.1926620 6.58 22.33 2.63 2.10 1.75 1.59 1.46 1.31 1.05 0.88 31.26 25.07 15.7126623 7.52 27.09 3.19 2.55 2.13 1.93 1.77 1.59 1.28 1.06 37.93 29.61 17.9520618 5.02 12.89 1.43 1.15 0.95 0.87 0.80 0.72 0.57 0.48 18.76 12.89 6.4920620 5.56 14.36 1.60 1.28 1.06 0.97 0.89 0.80 0.64 0.53 21.81 14.36 7.1820623 6.35 16.40 1.82 1.46 1.21 1.10 1.01 0.91 0.73 0.61 26.17 16.40 8.2020625 6.87 17.74 1.97 1.58 1.31 1.19 1.09 0.99 0.79 0.66 28.96 17.74 8.8722614 4.22 9.76 1.08 0.87 0.72 0.66 0.60 0.54 0.43 0.36 14.06 9.76 6.7222615 4.51 11.22 1.25 1.00 0.83 0.76 0.69 0.62 0.50 0.42 15.86 11.22 7.1922616 4.80 12.62 1.40 1.12 0.94 0.85 0.78 0.70 0.56 0.47 17.67 12.83 7.6522618 5.38 15.20 1.69 1.35 1.13 1.02 0.94 0.84 0.68 0.56 21.29 15.51 8.5724615 4.69 12.07 1.34 1.07 0.89 0.81 0.75 0.67 0.54 0.45 16.90 12.63 8.3724616 4.99 13.48 1.50 1.20 1.00 0.91 0.83 0.75 0.60 0.50 18.87 14.42 8.9124618 5.59 16.27 1.81 1.45 1.20 1.10 1.00 0.90 0.72 0.60 22.77 17.19 9.9824623 7.07 22.94 2.55 2.04 1.70 1.54 1.42 1.27 1.02 0.85 32.11 23.17 12.6226616 5.30 14.83 1.65 1.32 1.10 1.00 0.92 0.82 0.66 0.55 20.76 17.27 11.2826618 5.94 17.98 2.00 1.60 1.33 1.21 1.11 1.00 0.80 0.67 25.17 20.18 12.64

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 27: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

24

side rail sleeved system

7.5 9.5

8.511.0

8.0 10.0

9.0

12.0

13.0

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

20620 5.56 12.87 1.35 1.08 0.90 0.82 0.75 0.68 0.54 0.45 20.64 12.87 6.4420623 6.35 14.70 1.55 1.24 1.03 0.94 0.86 0.77 0.62 0.52 24.78 14.70 7.3520625 6.87 15.90 1.67 1.34 1.12 1.01 0.93 0.84 0.67 0.56 27.42 15.90 7.9522614 4.22 8.99 0.95 0.76 0.63 0.57 0.53 0.47 0.38 0.32 13.31 8.99 6.0222615 4.51 10.35 1.09 0.87 0.73 0.66 0.61 0.54 0.44 0.36 15.01 10.35 6.4422616 4.80 11.87 1.25 1.00 0.83 0.76 0.69 0.62 0.50 0.42 16.73 11.87 6.8622618 5.38 14.37 1.51 1.21 1.01 0.92 0.84 0.76 0.60 0.50 20.15 14.37 7.6822620 5.95 16.41 1.73 1.38 1.15 1.05 0.96 0.86 0.69 0.58 23.49 16.41 8.4924615 4.69 11.43 1.20 0.96 0.80 0.73 0.67 0.60 0.48 0.40 16.00 11.65 7.5024616 4.99 12.76 1.34 1.07 0.90 0.81 0.75 0.67 0.54 0.45 17.86 13.33 7.9924618 5.59 15.40 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 21.56 15.91 8.9526616 5.30 14.04 1.48 1.18 0.99 0.90 0.82 0.74 0.59 0.49 19.66 15.93 10.1126618 5.94 17.02 1.79 1.43 1.19 1.09 1.00 0.90 0.72 0.60 23.83 18.64 11.3326620 6.58 19.95 2.10 1.68 1.40 1.27 1.17 1.05 0.84 0.70 27.93 21.30 12.5430718 6.72 20.04 2.11 1.69 1.41 1.28 1.17 1.05 0.84 0.70 28.06 23.74 16.4422616 4.80 11.02 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 15.89 11.02 6.1822618 5.38 13.37 1.34 1.07 0.89 0.81 0.74 0.67 0.53 0.45 19.13 13.37 6.9224615 4.69 10.80 1.08 0.86 0.72 0.65 0.60 0.54 0.43 0.36 15.19 10.80 6.7624616 4.99 12.11 1.21 0.97 0.81 0.73 0.67 0.61 0.48 0.40 16.96 12.37 7.2024618 5.59 14.62 1.46 1.17 0.97 0.89 0.81 0.73 0.58 0.49 20.47 14.79 8.0626616 5.30 13.33 1.33 1.07 0.89 0.81 0.74 0.67 0.53 0.44 18.66 14.77 9.1126618 5.94 16.16 1.62 1.29 1.08 0.98 0.90 0.81 0.65 0.54 22.63 17.30 10.2126630 9.68 31.58 3.16 2.53 2.11 1.91 1.75 1.58 1.26 1.05 44.75 31.58 16.6130718 6.72 19.03 1.90 1.52 1.27 1.15 1.06 0.95 0.76 0.63 26.64 21.96 14.8230720 7.44 22.64 2.26 1.81 1.51 1.37 1.26 1.13 0.91 0.75 31.69 25.77 16.4126618 5.94 14.68 1.33 1.07 0.89 0.81 0.74 0.67 0.53 0.44 20.55 15.08 8.4226620 6.58 17.20 1.56 1.25 1.04 0.95 0.87 0.78 0.63 0.52 24.08 17.27 9.3226623 7.52 20.48 1.86 1.49 1.24 1.13 1.03 0.93 0.74 0.62 29.22 20.48 10.6530718 6.72 17.28 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 24.19 19.03 12.2230720 7.44 20.56 1.87 1.50 1.25 1.13 1.04 0.93 0.75 0.62 28.78 22.40 13.5330730 10.97 36.12 3.28 2.63 2.19 1.99 1.82 1.64 1.31 1.09 50.57 36.54 19.9434118 8.35 21.27 1.93 1.55 1.29 1.17 1.07 0.97 0.77 0.64 29.77 25.24 15.9434120 9.25 25.97 2.36 1.89 1.57 1.43 1.31 1.18 0.94 0.79 36.36 29.09 19.8740120 10.11 29.61 2.69 2.15 1.79 1.63 1.50 1.35 1.08 0.90 41.45 40.18 25.9840123 11.58 38.41 3.49 2.79 2.33 2.12 1.94 1.75 1.40 1.16 53.77 48.82 35.0526618 5.94 13.34 1.11 0.89 0.74 0.67 0.62 0.56 0.44 0.37 18.82 13.34 7.0626620 6.58 15.29 1.27 1.02 0.85 0.77 0.71 0.64 0.51 0.42 22.06 15.29 7.8226623 7.52 17.87 1.49 1.19 0.99 0.90 0.83 0.74 0.60 0.50 26.76 17.87 8.9430718 6.72 15.82 1.32 1.05 0.88 0.80 0.73 0.66 0.53 0.44 22.15 16.74 10.2530720 7.44 18.83 1.57 1.26 1.05 0.95 0.87 0.78 0.63 0.52 26.36 19.75 11.3530723 8.51 23.26 1.94 1.55 1.29 1.17 1.08 0.97 0.78 0.65 32.56 23.63 12.9830725 9.22 26.13 2.18 1.74 1.45 1.32 1.21 1.09 0.87 0.73 36.59 26.17 14.0630730 10.97 32.34 2.69 2.16 1.80 1.63 1.50 1.35 1.08 0.90 46.31 32.34 16.7234118 8.35 19.48 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 27.27 21.50 14.0134120 9.25 23.79 1.98 1.59 1.32 1.20 1.10 0.99 0.79 0.66 33.30 24.85 17.5426623 7.52 15.21 1.17 0.94 0.78 0.71 0.65 0.58 0.47 0.39 24.68 15.21 7.6026625 8.14 16.46 1.27 1.01 0.84 0.77 0.70 0.63 0.51 0.42 27.50 16.46 8.2326630 9.68 19.55 1.50 1.20 1.00 0.91 0.84 0.75 0.60 0.50 34.33 19.55 9.7830718 6.72 14.60 1.12 0.90 0.75 0.68 0.62 0.56 0.45 0.37 20.43 14.90 8.7230720 7.44 17.37 1.34 1.07 0.89 0.81 0.74 0.67 0.53 0.45 24.31 17.62 9.6630723 8.51 21.12 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 30.03 21.12 11.0534118 8.35 17.96 1.38 1.11 0.92 0.84 0.77 0.69 0.55 0.46 25.15 18.57 12.4734120 9.25 21.72 1.67 1.34 1.11 1.01 0.93 0.84 0.67 0.56 30.72 21.72 15.6734123 10.59 28.14 2.16 1.73 1.44 1.31 1.20 1.08 0.87 0.72 39.40 28.51 18.8740120 10.11 25.01 1.92 1.54 1.28 1.17 1.07 0.96 0.77 0.64 35.02 29.61 20.3740123 11.58 32.45 2.50 2.00 1.66 1.51 1.39 1.25 1.00 0.83 45.42 37.63 26.81

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 28: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/2010

side rail sleeved system

25

14.0

15.0 3.5

4.54.0

5.0

5.5

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

30720 7.44 15.88 1.13 0.91 0.76 0.69 0.63 0.57 0.45 0.38 22.56 15.88 8.3230723 8.51 19.02 1.36 1.09 0.91 0.82 0.75 0.68 0.54 0.45 27.87 19.02 9.5134118 8.35 16.23 1.16 0.93 0.77 0.70 0.64 0.58 0.46 0.39 23.34 16.23 11.2034120 9.25 19.34 1.38 1.11 0.92 0.84 0.77 0.69 0.55 0.46 28.50 19.34 14.1434123 10.59 25.53 1.82 1.46 1.22 1.11 1.01 0.91 0.73 0.61 36.56 25.53 16.2540120 10.11 23.21 1.66 1.33 1.11 1.00 0.92 0.83 0.66 0.55 32.49 25.90 18.3340123 11.58 30.11 2.15 1.72 1.43 1.30 1.19 1.08 0.86 0.72 42.15 33.60 23.0840125 12.56 34.77 2.48 1.99 1.66 1.51 1.38 1.24 0.99 0.83 48.68 39.45 25.0230725 9.22 17.93 1.20 0.96 0.80 0.72 0.66 0.60 0.48 0.40 29.21 17.93 8.9630730 10.97 21.32 1.42 1.14 0.95 0.86 0.79 0.71 0.57 0.47 36.98 21.32 10.6634118 8.35 14.33 0.96 0.76 0.64 0.58 0.53 0.48 0.38 0.32 21.77 14.33 10.1634120 9.25 17.39 1.16 0.93 0.77 0.70 0.64 0.58 0.46 0.39 26.59 17.39 12.3534123 10.59 23.07 1.54 1.23 1.03 0.93 0.85 0.77 0.62 0.51 34.10 23.07 14.1434125 11.48 27.57 1.84 1.47 1.23 1.11 1.02 0.92 0.74 0.61 39.19 27.57 15.3340120 10.11 21.65 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 30.31 23.06 16.6440123 11.58 28.09 1.87 1.50 1.25 1.13 1.04 0.94 0.75 0.62 39.32 30.29 20.0940125 12.56 32.43 2.16 1.73 1.44 1.31 1.20 1.08 0.86 0.72 45.41 35.65 21.7740130 14.98 43.17 2.88 2.30 1.92 1.74 1.60 1.44 1.15 0.96 60.44 45.23 25.96

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 29: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

double span butt-jointed side rail system

26

14.0

15.0 3.5

4.54.0

5.0

5.5

double span butt jointed side rail load tables are for buildingswith two bays or more and are valid when fixed as shown in ourtechnical manual.Loads have been calculated in accordance with bS 5950 Part 5using a load factor of 1.4.material grade S450, minimum yield strength 450n/mm2.An allowance for a cladding weight of 0.15kn/m2 has beenmade 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 ultimatewind pressures are shown together with limiting loads forspan/150 and span/300 deflection criteria.

these load tables are not applicable to 'Polycoat' RailsContact Albion technical

load tables for double span butt-jointed side rails system

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

12515 2.80 12.46 3.56 2.85 2.37 2.16 1.98 1.78 1.42 1.19 17.45 14.54 9.4512516 2.98 13.58 3.88 3.10 2.59 2.35 2.16 1.94 1.55 1.29 19.01 15.71 10.0414613 3.06 13.30 3.80 3.04 2.53 2.30 2.11 1.90 1.52 1.27 18.62 16.37 11.0014614 3.28 15.07 4.31 3.44 2.87 2.61 2.39 2.15 1.72 1.44 21.09 18.15 13.0414615 3.51 16.87 4.82 3.86 3.21 2.92 2.68 2.41 1.93 1.61 23.62 20.06 15.3514616 3.73 18.68 5.34 4.27 3.56 3.23 2.96 2.67 2.13 1.78 26.15 22.80 17.9414618 4.18 22.25 6.36 5.09 4.24 3.85 3.53 3.18 2.54 2.12 31.15 27.95 20.6612515 2.80 10.86 2.71 2.17 1.81 1.65 1.51 1.36 1.09 0.90 15.20 12.11 7.1712516 2.98 11.83 2.96 2.37 1.97 1.79 1.64 1.48 1.18 0.99 16.57 13.09 7.6214613 3.06 11.59 2.90 2.32 1.93 1.76 1.61 1.45 1.16 0.97 16.22 12.80 9.1414614 3.28 13.13 3.28 2.63 2.19 1.99 1.82 1.64 1.31 1.09 18.38 14.26 10.8814615 3.51 14.70 3.67 2.94 2.45 2.23 2.04 1.84 1.47 1.22 20.58 16.33 12.8614616 3.73 16.28 4.07 3.26 2.71 2.47 2.26 2.03 1.63 1.36 22.79 18.78 14.0214618 4.18 19.39 4.85 3.88 3.23 2.94 2.69 2.42 1.94 1.62 27.14 23.14 15.6912515 2.80 9.62 2.14 1.71 1.43 1.30 1.19 1.07 0.86 0.71 13.47 10.35 5.6312516 2.98 10.48 2.33 1.86 1.55 1.41 1.29 1.16 0.93 0.78 14.68 11.20 5.9814613 3.06 10.27 2.28 1.83 1.52 1.38 1.27 1.14 0.91 0.76 14.37 10.34 7.7914614 3.28 11.63 2.58 2.07 1.72 1.57 1.44 1.29 1.03 0.86 16.28 11.86 9.3114615 3.51 13.02 2.89 2.32 1.93 1.75 1.61 1.45 1.16 0.96 18.23 13.77 10.3514616 3.73 14.42 3.20 2.56 2.14 1.94 1.78 1.60 1.28 1.07 20.19 15.89 11.0114618 4.18 17.18 3.82 3.05 2.54 2.31 2.12 1.91 1.53 1.27 24.05 19.66 12.3117613 3.36 12.61 2.80 2.24 1.87 1.70 1.56 1.40 1.12 0.93 17.65 15.33 10.5617614 3.61 14.32 3.18 2.55 2.12 1.93 1.77 1.59 1.27 1.06 20.04 16.99 12.5512515 2.80 8.64 1.73 1.38 1.15 1.05 0.96 0.86 0.69 0.58 12.09 9.02 4.5412516 2.98 9.41 1.88 1.51 1.25 1.14 1.05 0.94 0.75 0.63 13.18 9.65 4.8214613 3.06 8.69 1.74 1.39 1.16 1.05 0.97 0.87 0.69 0.58 12.90 8.69 6.7714614 3.28 10.18 2.04 1.63 1.36 1.23 1.13 1.02 0.81 0.68 14.62 10.18 7.8114615 3.51 11.69 2.34 1.87 1.56 1.42 1.30 1.17 0.94 0.78 16.36 11.86 8.3414616 3.73 12.94 2.59 2.07 1.73 1.57 1.44 1.29 1.04 0.86 18.12 13.73 8.8714618 4.18 15.42 3.08 2.47 2.06 1.87 1.71 1.54 1.23 1.03 21.59 17.06 9.9217613 3.36 11.32 2.26 1.81 1.51 1.37 1.26 1.13 0.91 0.75 15.84 12.64 9.1417614 3.61 12.85 2.57 2.06 1.71 1.56 1.43 1.29 1.03 0.86 17.99 14.08 10.9017615 3.86 14.41 2.88 2.31 1.92 1.75 1.60 1.44 1.15 0.96 20.18 16.30 12.9017616 4.11 15.98 3.20 2.56 2.13 1.94 1.78 1.60 1.28 1.07 22.37 18.77 13.7212515 2.80 7.47 1.36 1.09 0.91 0.82 0.75 0.68 0.54 0.45 10.97 7.47 3.7312516 2.98 7.94 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 11.95 7.94 3.9714613 3.06 7.56 1.37 1.10 0.92 0.83 0.76 0.69 0.55 0.46 11.71 7.56 5.9814614 3.28 8.89 1.62 1.29 1.08 0.98 0.90 0.81 0.65 0.54 13.26 8.89 6.4214615 3.51 10.39 1.89 1.51 1.26 1.14 1.05 0.94 0.76 0.63 14.85 10.39 6.8614616 3.73 11.74 2.13 1.71 1.42 1.29 1.19 1.07 0.85 0.71 16.44 12.07 7.3014618 4.18 13.99 2.54 2.03 1.70 1.54 1.41 1.27 1.02 0.85 19.58 15.03 8.1717613 3.36 10.27 1.87 1.49 1.24 1.13 1.04 0.93 0.75 0.62 14.37 10.64 8.0417614 3.61 11.66 2.12 1.70 1.41 1.28 1.18 1.06 0.85 0.71 16.32 12.24 9.6217615 3.86 13.07 2.38 1.90 1.58 1.44 1.32 1.19 0.95 0.79 18.30 14.21 10.6117616 4.11 14.50 2.64 2.11 1.76 1.60 1.46 1.32 1.05 0.88 20.29 16.42 11.2920613 3.67 11.87 2.16 1.73 1.44 1.31 1.20 1.08 0.86 0.72 16.62 14.23 9.7320614 3.94 13.53 2.46 1.97 1.64 1.49 1.37 1.23 0.98 0.82 18.94 15.75 11.5620615 4.22 15.22 2.77 2.21 1.85 1.68 1.54 1.38 1.11 0.92 21.31 17.54 13.6420616 4.49 16.93 3.08 2.46 2.05 1.87 1.71 1.54 1.23 1.03 23.71 20.13 15.78

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 30: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201027

double span butt-jointed side rail system

6.5

7.56.0

7.0

8.0

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

12515 2.80 6.25 1.04 0.83 0.69 0.63 0.58 0.52 0.42 0.35 10.04 6.25 3.13

12516 2.98 6.65 1.11 0.89 0.74 0.67 0.62 0.55 0.44 0.37 10.94 6.65 3.32

14613 3.06 6.67 1.11 0.89 0.74 0.67 0.62 0.56 0.44 0.37 10.71 6.67 5.01

14614 3.28 7.87 1.31 1.05 0.87 0.80 0.73 0.66 0.52 0.44 12.13 7.87 5.38

14615 3.51 9.22 1.54 1.23 1.02 0.93 0.85 0.77 0.61 0.51 13.58 9.22 5.75

14616 3.73 10.74 1.79 1.43 1.19 1.09 0.99 0.90 0.72 0.60 15.04 10.74 6.11

14618 4.18 12.80 2.13 1.71 1.42 1.29 1.19 1.07 0.85 0.71 17.92 13.42 6.84

17613 3.36 9.21 1.53 1.23 1.02 0.93 0.85 0.77 0.61 0.51 13.15 9.21 7.17

17614 3.61 10.67 1.78 1.42 1.19 1.08 0.99 0.89 0.71 0.59 14.94 10.79 8.31

17615 3.86 11.96 1.99 1.60 1.33 1.21 1.11 1.00 0.80 0.66 16.75 12.57 8.89

17616 4.11 13.26 2.21 1.77 1.47 1.34 1.23 1.11 0.88 0.74 18.57 14.56 9.45

17618 4.60 15.83 2.64 2.11 1.76 1.60 1.47 1.32 1.06 0.88 22.17 17.72 10.58

20613 3.67 10.86 1.81 1.45 1.21 1.10 1.01 0.91 0.72 0.60 15.20 12.12 8.64

20614 3.94 12.38 2.06 1.65 1.38 1.25 1.15 1.03 0.83 0.69 17.33 13.46 10.30

20615 4.22 13.93 2.32 1.86 1.55 1.41 1.29 1.16 0.93 0.77 19.50 15.45 12.18

14614 3.28 7.05 1.08 0.87 0.72 0.66 0.60 0.54 0.43 0.36 11.18 7.05 4.57

14615 3.51 8.28 1.27 1.02 0.85 0.77 0.71 0.64 0.51 0.42 12.52 8.28 4.88

14616 3.73 9.67 1.49 1.19 0.99 0.90 0.83 0.74 0.60 0.50 13.86 9.67 5.19

14618 4.18 11.62 1.79 1.43 1.19 1.08 0.99 0.89 0.71 0.60 16.51 11.62 5.81

17613 3.36 8.19 1.26 1.01 0.84 0.76 0.70 0.63 0.50 0.42 12.12 8.19 6.46

17614 3.61 9.63 1.48 1.19 0.99 0.90 0.82 0.74 0.59 0.49 13.77 9.63 7.06

17615 3.86 11.03 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 15.44 11.25 7.55

17616 4.11 12.23 1.88 1.50 1.25 1.14 1.04 0.94 0.75 0.63 17.12 13.07 8.03

17618 4.60 14.59 2.25 1.80 1.50 1.36 1.25 1.12 0.90 0.75 20.43 15.93 8.99

20613 3.67 10.01 1.54 1.23 1.03 0.93 0.86 0.77 0.62 0.51 14.01 10.48 7.76

20614 3.94 11.41 1.76 1.40 1.17 1.06 0.98 0.88 0.70 0.59 15.98 11.87 9.27

20615 4.22 12.84 1.98 1.58 1.32 1.20 1.10 0.99 0.79 0.66 17.98 13.77 10.55

20616 4.49 14.28 2.20 1.76 1.46 1.33 1.22 1.10 0.88 0.73 19.99 15.88 11.23

20618 5.02 17.15 2.64 2.11 1.76 1.60 1.47 1.32 1.06 0.88 24.01 19.78 12.57

22614 4.22 12.85 1.98 1.58 1.32 1.20 1.10 0.99 0.79 0.66 18.00 14.95 11.25

22615 4.51 14.50 2.23 1.78 1.49 1.35 1.24 1.12 0.89 0.74 20.30 16.95 13.29

22616 4.80 16.16 2.49 1.99 1.66 1.51 1.38 1.24 0.99 0.83 22.62 19.49 14.81

14616 3.73 8.78 1.25 1.00 0.84 0.76 0.70 0.63 0.50 0.42 12.86 8.78 4.47

14618 4.18 9.99 1.43 1.14 0.95 0.86 0.79 0.71 0.57 0.48 15.32 9.99 5.00

17613 3.36 7.36 1.05 0.84 0.70 0.64 0.58 0.53 0.42 0.35 11.24 7.36 5.66

17614 3.61 8.68 1.24 0.99 0.83 0.75 0.69 0.62 0.50 0.41 12.77 8.68 6.08

17615 3.86 10.17 1.45 1.16 0.97 0.88 0.81 0.73 0.58 0.48 14.32 10.17 6.49

17616 4.11 11.34 1.62 1.30 1.08 0.98 0.90 0.81 0.65 0.54 15.87 11.83 6.91

17618 4.60 13.53 1.93 1.55 1.29 1.17 1.07 0.97 0.77 0.64 18.95 14.46 7.73

20613 3.67 9.16 1.31 1.05 0.87 0.79 0.73 0.65 0.52 0.44 13.00 9.16 7.03

20614 3.94 10.58 1.51 1.21 1.01 0.92 0.84 0.76 0.60 0.50 14.82 10.65 8.42

20615 4.22 11.91 1.70 1.36 1.13 1.03 0.95 0.85 0.68 0.57 16.67 12.39 9.07

20616 4.49 13.24 1.89 1.51 1.26 1.15 1.05 0.95 0.76 0.63 18.54 14.33 9.66

20618 5.02 15.90 2.27 1.82 1.51 1.38 1.26 1.14 0.91 0.76 22.27 17.90 10.81

22614 4.22 11.92 1.70 1.36 1.14 1.03 0.95 0.85 0.68 0.57 16.69 13.14 10.20

22615 4.51 13.45 1.92 1.54 1.28 1.16 1.07 0.96 0.77 0.64 18.83 15.23 11.97

22616 4.80 14.99 2.14 1.71 1.43 1.30 1.19 1.07 0.86 0.71 20.98 17.55 12.74

24615 4.69 14.33 2.05 1.64 1.37 1.24 1.14 1.02 0.82 0.68 20.07 17.09 13.42

24616 4.99 16.00 2.29 1.83 1.52 1.39 1.27 1.14 0.91 0.76 22.40 19.66 14.84

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 31: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

28

double span butt-jointed side rail system

6.5

7.56.0

7.0

8.0

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

17616 4.11 10.57 1.41 1.13 0.94 0.85 0.78 0.70 0.56 0.47 14.80 10.80 6.00

17618 4.60 12.62 1.68 1.35 1.12 1.02 0.93 0.84 0.67 0.56 17.67 13.22 6.72

17620 5.09 14.59 1.95 1.56 1.30 1.18 1.08 0.97 0.78 0.65 20.43 14.86 7.43

20613 3.67 8.23 1.10 0.88 0.73 0.66 0.61 0.55 0.44 0.37 12.12 8.23 6.42

20614 3.94 9.65 1.29 1.03 0.86 0.78 0.71 0.64 0.51 0.43 13.81 9.65 7.38

20615 4.22 11.10 1.48 1.18 0.99 0.90 0.82 0.74 0.59 0.49 15.54 11.25 7.89

20616 4.49 12.35 1.65 1.32 1.10 1.00 0.91 0.82 0.66 0.55 17.29 13.04 8.39

20618 5.02 14.83 1.98 1.58 1.32 1.20 1.10 0.99 0.79 0.66 20.76 16.33 9.40

22614 4.22 11.11 1.48 1.19 0.99 0.90 0.82 0.74 0.59 0.49 15.56 11.88 9.32

22615 4.51 12.54 1.67 1.34 1.11 1.01 0.93 0.84 0.67 0.56 17.55 13.80 10.40

22616 4.80 13.97 1.86 1.49 1.24 1.13 1.03 0.93 0.75 0.62 19.56 15.94 11.07

22618 5.38 16.83 2.24 1.80 1.50 1.36 1.25 1.12 0.90 0.75 23.56 19.44 12.40

24615 4.69 13.36 1.78 1.43 1.19 1.08 0.99 0.89 0.71 0.59 18.71 15.47 12.12

24616 4.99 14.91 1.99 1.59 1.33 1.21 1.10 0.99 0.80 0.66 20.88 17.83 12.90

24618 5.59 18.00 2.40 1.92 1.60 1.45 1.33 1.20 0.96 0.80 25.20 21.42 14.45

26616 5.30 16.41 2.19 1.75 1.46 1.33 1.22 1.09 0.88 0.73 22.98 21.19 16.33

26618 5.94 19.90 2.65 2.12 1.77 1.61 1.47 1.33 1.06 0.88 27.86 24.90 18.30

17620 5.09 13.03 1.63 1.30 1.09 0.99 0.90 0.81 0.65 0.54 19.13 13.03 6.52

17623 5.81 14.87 1.86 1.49 1.24 1.13 1.03 0.93 0.74 0.62 22.80 14.87 7.43

20613 3.67 7.49 0.94 0.75 0.62 0.57 0.52 0.47 0.37 0.31 11.35 7.49 5.91

20614 3.94 8.81 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 12.94 8.81 6.47

20615 4.22 10.29 1.29 1.03 0.86 0.78 0.71 0.64 0.51 0.43 14.56 10.29 6.92

20616 4.49 11.56 1.45 1.16 0.96 0.88 0.80 0.72 0.58 0.48 16.19 11.95 7.36

20618 5.02 13.89 1.74 1.39 1.16 1.05 0.96 0.87 0.69 0.58 19.44 15.00 8.24

22614 4.22 10.41 1.30 1.04 0.87 0.79 0.72 0.65 0.52 0.43 14.57 10.82 8.53

22615 4.51 11.74 1.47 1.17 0.98 0.89 0.82 0.73 0.59 0.49 16.44 12.60 9.12

22616 4.80 13.09 1.64 1.31 1.09 0.99 0.91 0.82 0.65 0.55 18.32 14.58 9.71

22618 5.38 15.76 1.97 1.58 1.31 1.19 1.09 0.99 0.79 0.66 22.07 17.82 10.88

24615 4.69 12.52 1.56 1.25 1.04 0.95 0.87 0.78 0.63 0.52 17.52 14.11 10.63

24616 4.99 13.97 1.75 1.40 1.16 1.06 0.97 0.87 0.70 0.58 19.56 16.30 11.31

24618 5.59 16.86 2.11 1.69 1.41 1.28 1.17 1.05 0.84 0.70 23.61 19.61 12.67

26616 5.30 15.37 1.92 1.54 1.28 1.16 1.07 0.96 0.77 0.64 21.52 19.34 14.32

26618 5.94 18.64 2.33 1.86 1.55 1.41 1.29 1.16 0.93 0.78 26.10 22.75 16.05

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 32: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201029

single span butt-jointed side rail system

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

3.5

5.5

4.56.54.0

6.0

5.0 7.0

Single span side rails have been designed as simply supportedmembers fixed between the columns, where continuity of thesystem cannot be achieved. the tables are valid when the rails arefixed as shown in our technical manual.Loads have been calculated in accordance with bS 5950 Part 5using a load factor of 1.4.material grade S450, minimum yield strength 450n/mm2.An allowance for a cladding weight of 0.15kn/m2 has beenmade 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 ultimatewind pressures are shown together with limiting loads forspan/150 and span/300 deflection criteria.

these load tables are not applicable to 'Polycoat' RailsContact Albion technical

load tables for butt-jointed side rail system

SECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS (kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

12515 2.80 8.71 2.49 1.99 1.66 1.51 1.38 1.24 1.00 0.83 14.28 8.71 4.3612516 2.98 9.26 2.65 2.12 1.76 1.60 1.47 1.32 1.06 0.88 15.56 9.26 4.6314613 3.06 10.89 3.11 2.49 2.07 1.88 1.73 1.56 1.24 1.04 15.24 13.04 6.9814614 3.28 12.33 3.52 2.82 2.35 2.14 1.96 1.76 1.41 1.17 17.27 14.47 7.5014615 3.51 13.81 3.94 3.16 2.63 2.39 2.19 1.97 1.58 1.31 19.33 16.02 8.0114616 3.73 15.29 4.37 3.49 2.91 2.65 2.43 2.18 1.75 1.46 21.40 17.04 8.5214618 4.18 18.21 5.20 4.16 3.47 3.15 2.89 2.60 2.08 1.73 25.49 19.06 9.5312515 2.80 6.62 1.65 1.32 1.10 1.00 0.92 0.83 0.66 0.55 12.44 6.62 3.3112516 2.98 7.03 1.76 1.41 1.17 1.07 0.98 0.88 0.70 0.59 13.56 7.03 3.5214613 3.06 9.48 2.37 1.90 1.58 1.44 1.32 1.19 0.95 0.79 13.28 10.21 5.3014614 3.28 10.75 2.69 2.15 1.79 1.63 1.49 1.34 1.07 0.90 15.04 11.38 5.6914615 3.51 12.03 3.01 2.41 2.00 1.82 1.67 1.50 1.20 1.00 16.84 12.16 6.0814616 3.73 12.93 3.23 2.59 2.16 1.96 1.80 1.62 1.29 1.08 18.65 12.93 6.4714618 4.18 14.47 3.62 2.89 2.41 2.19 2.01 1.81 1.45 1.21 22.21 14.47 7.2312515 2.80 5.19 1.15 0.92 0.77 0.70 0.64 0.58 0.46 0.38 11.02 5.19 2.6012516 2.98 5.52 1.23 0.98 0.82 0.74 0.68 0.61 0.49 0.41 12.01 5.52 2.7614613 3.06 8.25 1.83 1.47 1.22 1.11 1.02 0.92 0.73 0.61 11.76 8.25 4.1614614 3.28 8.93 1.99 1.59 1.32 1.20 1.10 0.99 0.79 0.66 13.33 8.93 4.4714615 3.51 9.55 2.12 1.70 1.41 1.29 1.18 1.06 0.85 0.71 14.92 9.55 4.7714616 3.73 10.15 2.26 1.80 1.50 1.37 1.25 1.13 0.90 0.75 16.52 10.15 5.0814618 4.18 11.36 2.52 2.02 1.68 1.53 1.40 1.26 1.01 0.84 19.68 11.36 5.6817613 3.36 10.32 2.29 1.83 1.53 1.39 1.27 1.15 0.92 0.76 14.44 12.21 6.4317614 3.61 11.72 2.60 2.08 1.74 1.58 1.45 1.30 1.04 0.87 16.40 13.55 6.9112515 2.80 4.18 0.84 0.67 0.56 0.51 0.46 0.42 0.33 0.28 9.90 4.18 2.0912516 2.98 4.45 0.89 0.71 0.59 0.54 0.49 0.44 0.36 0.30 10.78 4.45 2.2214613 3.06 6.70 1.34 1.07 0.89 0.81 0.74 0.67 0.54 0.45 10.56 6.70 3.3514614 3.28 7.20 1.44 1.15 0.96 0.87 0.80 0.72 0.58 0.48 11.96 7.20 3.6014615 3.51 7.69 1.54 1.23 1.03 0.93 0.85 0.77 0.62 0.51 13.39 7.69 3.8514616 3.73 8.18 1.64 1.31 1.09 0.99 0.91 0.82 0.65 0.55 14.83 8.18 4.0914618 4.18 9.15 1.83 1.46 1.22 1.11 1.02 0.92 0.73 0.61 17.67 9.15 4.5814620 4.62 10.11 2.02 1.62 1.35 1.23 1.12 1.01 0.81 0.67 20.38 10.11 5.0517613 3.36 9.26 1.85 1.48 1.23 1.12 1.03 0.93 0.74 0.62 12.97 10.07 5.1817614 3.61 10.52 2.10 1.68 1.40 1.27 1.17 1.05 0.84 0.70 14.73 11.13 5.5617615 3.86 11.80 2.36 1.89 1.57 1.43 1.31 1.18 0.94 0.79 16.51 11.89 5.9517616 4.11 12.65 2.53 2.02 1.69 1.53 1.41 1.27 1.01 0.84 18.31 12.65 6.3317618 4.60 14.16 2.83 2.27 1.89 1.72 1.57 1.42 1.13 0.94 21.86 14.16 7.08

rail CEntrES in MEtrES ultiMatE dEFlECtion

Page 33: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

30

single span butt-jointed side rail system

3.5

5.5

4.56.54.0

6.0

5.0 7.0

rail CEntrES in MEtrES ultiMatE dEFlECtionSECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS

(kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

14618 4.18 7.53 1.37 1.10 0.91 0.83 0.76 0.68 0.55 0.46 16.03 7.53 3.7714620 4.62 8.32 1.51 1.21 1.01 0.92 0.84 0.76 0.61 0.50 18.49 8.32 4.1617613 3.36 8.40 1.53 1.22 1.02 0.93 0.85 0.76 0.61 0.51 11.76 8.48 4.2617614 3.61 9.16 1.67 1.33 1.11 1.01 0.93 0.83 0.67 0.56 13.36 9.16 4.5817615 3.86 9.79 1.78 1.42 1.19 1.08 0.99 0.89 0.71 0.59 14.98 9.79 4.8917616 4.11 10.41 1.89 1.51 1.26 1.15 1.05 0.95 0.76 0.63 16.61 10.41 5.2117618 4.60 11.65 2.12 1.70 1.41 1.28 1.18 1.06 0.85 0.71 19.83 11.65 5.8320613 3.67 9.71 1.77 1.41 1.18 1.07 0.98 0.88 0.71 0.59 13.60 11.33 5.9620614 3.94 11.07 2.01 1.61 1.34 1.22 1.12 1.01 0.81 0.67 15.50 12.55 6.4020615 4.22 12.46 2.27 1.81 1.51 1.37 1.26 1.13 0.91 0.76 17.44 13.68 6.8420616 4.49 13.86 2.52 2.02 1.68 1.53 1.40 1.26 1.01 0.84 19.40 14.56 7.2820618 5.02 16.30 2.96 2.37 1.98 1.80 1.65 1.48 1.19 0.99 23.30 16.30 8.1522614 4.22 12.47 2.27 1.81 1.51 1.37 1.26 1.13 0.91 0.76 17.46 16.14 8.4422615 4.51 14.07 2.56 2.05 1.71 1.55 1.42 1.28 1.02 0.85 19.70 17.75 9.0217614 3.61 7.67 1.28 1.02 0.85 0.77 0.71 0.64 0.51 0.43 12.22 7.67 3.8317615 3.86 8.19 1.37 1.09 0.91 0.83 0.76 0.68 0.55 0.46 13.71 8.19 4.1017616 4.11 8.72 1.45 1.16 0.97 0.88 0.81 0.73 0.58 0.48 15.20 8.72 4.3617618 4.60 9.76 1.63 1.30 1.08 0.99 0.90 0.81 0.65 0.54 18.14 9.76 4.8820613 3.67 8.89 1.48 1.19 0.99 0.90 0.82 0.74 0.59 0.49 12.44 9.65 4.9920614 3.94 10.13 1.69 1.35 1.13 1.02 0.94 0.84 0.68 0.56 14.19 10.72 5.3620615 4.22 11.40 1.90 1.52 1.27 1.15 1.06 0.95 0.76 0.63 15.96 11.45 5.7320616 4.49 12.19 2.03 1.63 1.35 1.23 1.13 1.02 0.81 0.68 17.75 12.19 6.0920618 5.02 13.65 2.27 1.82 1.52 1.38 1.26 1.14 0.91 0.76 21.32 13.65 6.8222614 4.22 11.41 1.90 1.52 1.27 1.15 1.06 0.95 0.76 0.63 15.98 13.77 7.0722615 4.51 12.88 2.15 1.72 1.43 1.30 1.19 1.07 0.86 0.72 18.03 15.11 7.5522616 4.80 14.35 2.39 1.91 1.59 1.45 1.33 1.20 0.96 0.80 20.09 16.08 8.0422618 5.38 17.28 2.88 2.30 1.92 1.75 1.60 1.44 1.15 0.96 24.20 18.01 9.0017618 4.60 8.29 1.28 1.02 0.85 0.77 0.71 0.64 0.51 0.43 16.72 8.29 4.1417620 5.09 9.16 1.41 1.13 0.94 0.85 0.78 0.70 0.56 0.47 19.34 9.16 4.5820613 3.67 8.19 1.26 1.01 0.84 0.76 0.70 0.63 0.50 0.42 11.47 8.35 4.2420614 3.94 9.10 1.40 1.12 0.93 0.85 0.78 0.70 0.56 0.47 13.08 9.10 4.5520615 4.22 9.73 1.50 1.20 1.00 0.91 0.83 0.75 0.60 0.50 14.71 9.73 4.8720616 4.49 10.35 1.59 1.27 1.06 0.97 0.88 0.80 0.64 0.53 16.36 10.35 5.1820618 5.02 11.59 1.78 1.43 1.19 1.08 0.99 0.89 0.71 0.59 19.65 11.59 5.8022614 4.22 10.52 1.62 1.29 1.08 0.98 0.90 0.81 0.65 0.54 14.73 11.92 6.0022615 4.51 11.87 1.83 1.46 1.22 1.11 1.01 0.91 0.73 0.61 16.62 12.83 6.4222616 4.80 13.23 2.03 1.63 1.36 1.23 1.13 1.02 0.81 0.68 18.52 13.66 6.8322618 5.38 15.30 2.35 1.88 1.57 1.43 1.31 1.18 0.94 0.78 22.30 15.30 7.6524615 4.69 12.65 1.95 1.56 1.30 1.18 1.08 0.97 0.78 0.65 17.71 14.95 7.4724616 4.99 14.12 2.17 1.74 1.45 1.32 1.21 1.09 0.87 0.72 19.77 15.91 7.9624618 5.59 17.04 2.62 2.10 1.75 1.59 1.46 1.31 1.05 0.87 23.86 17.83 8.9120615 4.22 8.37 1.20 0.96 0.80 0.72 0.66 0.60 0.48 0.40 13.64 8.37 4.1820616 4.49 8.91 1.27 1.02 0.85 0.77 0.71 0.64 0.51 0.42 15.18 8.91 4.4520618 5.02 9.97 1.42 1.14 0.95 0.86 0.79 0.71 0.57 0.47 18.22 9.97 4.9920620 5.56 11.03 1.58 1.26 1.05 0.95 0.88 0.79 0.63 0.53 21.19 11.03 5.5122614 4.22 9.76 1.39 1.12 0.93 0.84 0.77 0.70 0.56 0.46 13.66 10.32 5.1622615 4.51 11.01 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 15.41 11.04 5.5222616 4.80 11.75 1.68 1.34 1.12 1.02 0.93 0.84 0.67 0.56 17.17 11.75 5.8722618 5.38 13.16 1.88 1.50 1.25 1.14 1.04 0.94 0.75 0.63 20.68 13.16 6.5824615 4.69 11.73 1.68 1.34 1.12 1.02 0.93 0.84 0.67 0.56 16.42 12.86 6.4324616 4.99 13.09 1.87 1.50 1.25 1.13 1.04 0.94 0.75 0.62 18.33 13.68 6.8424618 5.59 15.33 2.19 1.75 1.46 1.33 1.22 1.10 0.88 0.73 22.13 15.33 7.67

Page 34: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS 2/201031

single span butt-jointed side rail system

7.5

8.5

8.0

10.0

11.0

12.0

13.0

14.0

15.09.5

9.0

rail CEntrES in MEtrES ultiMatE dEFlECtionSECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS

(kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

20618 5.02 8.67 1.16 0.92 0.77 0.70 0.64 0.58 0.46 0.39 16.99 8.67 4.3320620 5.56 9.58 1.28 1.02 0.85 0.77 0.71 0.64 0.51 0.43 19.75 9.58 4.7920623 6.35 10.94 1.46 1.17 0.97 0.88 0.81 0.73 0.58 0.49 23.71 10.94 5.4722614 4.22 8.97 1.20 0.96 0.80 0.73 0.66 0.60 0.48 0.40 12.73 8.97 4.4922615 4.51 9.59 1.28 1.02 0.85 0.78 0.71 0.64 0.51 0.43 14.37 9.59 4.8022616 4.80 10.21 1.36 1.09 0.91 0.83 0.76 0.68 0.54 0.45 16.01 10.21 5.1022618 5.38 11.44 1.52 1.22 1.02 0.92 0.85 0.76 0.61 0.51 19.28 11.44 5.7224615 4.69 10.94 1.46 1.17 0.97 0.88 0.81 0.73 0.58 0.49 15.31 11.17 5.5924616 4.99 11.89 1.59 1.27 1.06 0.96 0.88 0.79 0.63 0.53 17.09 11.89 5.9524618 5.59 13.32 1.78 1.42 1.18 1.08 0.99 0.89 0.71 0.59 20.63 13.32 6.6624630 9.09 21.65 2.89 2.31 1.92 1.75 1.60 1.44 1.15 0.96 40.12 21.65 10.8226616 5.30 13.43 1.79 1.43 1.19 1.09 1.00 0.90 0.72 0.60 18.81 15.06 7.5326618 5.94 16.29 2.17 1.74 1.45 1.32 1.21 1.09 0.87 0.72 22.80 16.87 8.4426620 6.58 18.67 2.49 1.99 1.66 1.51 1.38 1.24 1.00 0.83 26.73 18.67 9.3422618 5.38 10.03 1.25 1.00 0.84 0.76 0.70 0.63 0.50 0.42 18.06 10.03 5.0222620 5.95 11.10 1.39 1.11 0.92 0.84 0.77 0.69 0.55 0.46 21.05 11.10 5.5522623 6.80 12.68 1.58 1.27 1.06 0.96 0.88 0.79 0.63 0.53 25.36 12.68 6.3422625 7.36 13.72 1.71 1.37 1.14 1.04 0.95 0.86 0.69 0.57 28.13 13.72 6.8624615 4.69 9.80 1.23 0.98 0.82 0.74 0.68 0.61 0.49 0.41 14.34 9.80 4.9024616 4.99 10.43 1.30 1.04 0.87 0.79 0.72 0.65 0.52 0.43 16.01 10.43 5.2224618 5.59 11.69 1.46 1.17 0.97 0.89 0.81 0.73 0.58 0.49 19.32 11.69 5.8424620 6.19 12.93 1.62 1.29 1.08 0.98 0.90 0.81 0.65 0.54 22.56 12.93 6.4726616 5.30 12.58 1.57 1.26 1.05 0.95 0.87 0.79 0.63 0.52 17.62 13.21 6.6026618 5.94 14.80 1.85 1.48 1.23 1.12 1.03 0.93 0.74 0.62 21.36 14.80 7.4026620 6.58 16.38 2.05 1.64 1.36 1.24 1.14 1.02 0.82 0.68 25.03 16.38 8.1926623 7.52 18.72 2.34 1.87 1.56 1.42 1.30 1.17 0.94 0.78 30.37 18.72 9.3626625 8.14 20.27 2.53 2.03 1.69 1.54 1.41 1.27 1.01 0.84 33.83 20.27 10.1326630 9.68 24.08 3.01 2.41 2.01 1.82 1.67 1.50 1.20 1.00 42.24 24.08 12.0422620 5.95 9.81 1.15 0.92 0.77 0.70 0.64 0.58 0.46 0.38 19.80 9.81 4.9122623 6.80 11.21 1.32 1.06 0.88 0.80 0.73 0.66 0.53 0.44 23.85 11.21 5.6122625 7.36 12.13 1.43 1.14 0.95 0.86 0.79 0.71 0.57 0.48 26.45 12.13 6.0724615 4.69 8.67 1.02 0.82 0.68 0.62 0.57 0.51 0.41 0.34 13.49 8.67 4.3324616 4.99 9.23 1.09 0.87 0.72 0.66 0.60 0.54 0.43 0.36 15.05 9.23 4.6124618 5.59 10.34 1.22 0.97 0.81 0.74 0.68 0.61 0.49 0.41 18.17 10.34 5.1726616 5.30 11.68 1.37 1.10 0.92 0.83 0.76 0.69 0.55 0.46 16.57 11.68 5.8426618 5.94 13.09 1.54 1.23 1.03 0.93 0.86 0.77 0.62 0.51 20.08 13.09 6.5426630 9.68 21.29 2.50 2.00 1.67 1.52 1.39 1.25 1.00 0.83 39.72 21.29 10.6530718 6.72 16.89 1.99 1.59 1.32 1.20 1.10 0.99 0.79 0.66 23.64 18.99 9.5024618 5.59 9.21 1.02 0.82 0.68 0.62 0.57 0.51 0.41 0.34 17.15 9.21 4.6024620 6.19 10.18 1.13 0.91 0.75 0.69 0.63 0.57 0.45 0.38 20.02 10.18 5.0924623 7.07 11.64 1.29 1.03 0.86 0.78 0.72 0.65 0.52 0.43 24.18 11.64 5.8224625 7.65 12.60 1.40 1.12 0.93 0.85 0.78 0.70 0.56 0.47 26.86 12.60 6.3024630 9.09 14.95 1.66 1.33 1.11 1.01 0.92 0.83 0.66 0.55 33.35 14.95 7.4826616 5.30 10.40 1.16 0.92 0.77 0.70 0.64 0.58 0.46 0.39 15.63 10.40 5.2026618 5.94 11.66 1.30 1.04 0.86 0.78 0.72 0.65 0.52 0.43 18.95 11.66 5.8330718 6.72 15.94 1.77 1.42 1.18 1.07 0.98 0.89 0.71 0.59 22.31 16.92 8.4630720 7.44 18.73 2.08 1.66 1.39 1.26 1.16 1.04 0.83 0.69 26.55 18.73 9.3634118 8.35 19.62 2.18 1.74 1.45 1.32 1.21 1.09 0.87 0.73 27.46 26.35 14.4334120 9.25 23.96 2.66 2.13 1.77 1.61 1.48 1.33 1.06 0.89 33.54 30.22 15.9934123 10.59 30.73 3.41 2.73 2.28 2.07 1.90 1.71 1.37 1.14 43.02 36.61 18.3024618 5.59 8.25 0.87 0.69 0.58 0.53 0.48 0.43 0.35 0.29 16.23 8.25 4.1324620 6.19 9.13 0.96 0.77 0.64 0.58 0.53 0.48 0.38 0.32 18.95 9.13 4.5626616 5.30 9.32 0.98 0.79 0.65 0.59 0.55 0.49 0.39 0.33 14.80 9.32 4.6626618 5.94 10.45 1.10 0.88 0.73 0.67 0.61 0.55 0.44 0.37 17.94 10.45 5.2226620 6.58 11.56 1.22 0.97 0.81 0.74 0.68 0.61 0.49 0.41 21.03 11.56 5.7830718 6.72 15.09 1.59 1.27 1.06 0.96 0.88 0.79 0.64 0.53 21.12 15.16 7.5830720 7.44 16.79 1.77 1.41 1.18 1.07 0.98 0.88 0.71 0.59 25.13 16.79 8.3930723 8.51 19.20 2.02 1.62 1.35 1.22 1.12 1.01 0.81 0.67 31.05 19.20 9.6030730 10.97 24.73 2.60 2.08 1.74 1.58 1.45 1.30 1.04 0.87 44.16 24.73 12.3734118 8.35 18.57 1.95 1.56 1.30 1.18 1.09 0.98 0.78 0.65 26.00 23.81 12.93

Page 35: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

AS

2/20

10

32

single span butt-jointed side rail system

7.5

8.5

8.0

10.0

11.0

12.0

13.0

14.0

15.09.5

9.0

rail CEntrES in MEtrES ultiMatE dEFlECtionSECtion Weight udl 1.0 1.25 1.5 1.65 1.8 2.0 2.5 3.0 loadS

(kn)rEF Kg/M kn A L L o W A b L e L o A d i n g S ( k n / m 2 ) l/150 l/300

24620 6.19 8.23 0.82 0.66 0.55 0.50 0.46 0.41 0.33 0.27 18.00 8.23 4.1124623 7.07 9.40 0.94 0.75 0.63 0.57 0.52 0.47 0.38 0.31 21.73 9.40 4.7026616 5.30 8.40 0.84 0.67 0.56 0.51 0.47 0.42 0.34 0.28 14.05 8.40 4.2026618 5.94 9.42 0.94 0.75 0.63 0.57 0.52 0.47 0.38 0.31 17.04 9.42 4.7126620 6.58 10.42 1.04 0.83 0.69 0.63 0.58 0.52 0.42 0.35 19.97 10.42 5.2130718 6.72 13.67 1.37 1.09 0.91 0.83 0.76 0.68 0.55 0.46 20.05 13.67 6.8330720 7.44 15.13 1.51 1.21 1.01 0.92 0.84 0.76 0.61 0.50 23.86 15.13 7.5730723 8.51 17.31 1.73 1.38 1.15 1.05 0.96 0.87 0.69 0.58 29.47 17.31 8.6534118 8.35 17.63 1.76 1.41 1.18 1.07 0.98 0.88 0.71 0.59 24.68 21.64 11.6634120 9.25 21.53 2.15 1.72 1.44 1.31 1.20 1.08 0.86 0.72 30.15 24.91 12.9130718 6.72 11.27 1.02 0.82 0.68 0.62 0.57 0.51 0.41 0.34 18.21 11.27 5.6430720 7.44 12.48 1.13 0.91 0.76 0.69 0.63 0.57 0.45 0.38 21.67 12.48 6.2430723 8.51 14.27 1.30 1.04 0.87 0.79 0.72 0.65 0.52 0.43 26.77 14.27 7.1430725 9.22 15.46 1.41 1.12 0.94 0.85 0.78 0.70 0.56 0.47 30.08 15.46 7.7330730 10.97 18.39 1.67 1.34 1.11 1.01 0.93 0.84 0.67 0.56 38.07 18.39 9.1934118 8.35 16.01 1.46 1.16 0.97 0.88 0.81 0.73 0.58 0.49 22.42 18.14 9.6134120 9.25 19.55 1.78 1.42 1.19 1.08 0.99 0.89 0.71 0.59 27.38 20.95 10.6534123 10.59 24.39 2.22 1.77 1.48 1.34 1.23 1.11 0.89 0.74 35.11 24.39 12.2034125 11.48 26.44 2.40 1.92 1.60 1.46 1.34 1.20 0.96 0.80 40.35 26.44 13.2234130 13.68 31.50 2.86 2.29 1.91 1.74 1.59 1.43 1.15 0.95 53.25 31.50 15.7530718 6.72 9.45 0.79 0.63 0.53 0.48 0.44 0.39 0.32 0.26 16.68 9.45 4.7330720 7.44 10.47 0.87 0.70 0.58 0.53 0.48 0.44 0.35 0.29 19.85 10.47 5.2330723 8.51 11.97 1.00 0.80 0.67 0.60 0.55 0.50 0.40 0.33 24.51 11.97 5.9930725 9.22 12.97 1.08 0.86 0.72 0.65 0.60 0.54 0.43 0.36 27.55 12.97 6.4830730 10.97 15.42 1.29 1.03 0.86 0.78 0.71 0.64 0.51 0.43 34.87 15.42 7.7134118 8.35 14.66 1.22 0.98 0.81 0.74 0.68 0.61 0.49 0.41 20.53 15.47 8.0634120 9.25 17.87 1.49 1.19 0.99 0.90 0.83 0.74 0.60 0.50 25.07 17.87 8.9334123 10.59 20.46 1.70 1.36 1.14 1.03 0.95 0.85 0.68 0.57 32.16 20.46 10.2334125 11.48 22.17 1.85 1.48 1.23 1.12 1.03 0.92 0.74 0.62 36.95 22.17 11.0934130 13.68 26.42 2.20 1.76 1.47 1.33 1.22 1.10 0.88 0.73 48.77 26.42 13.2130725 9.22 11.03 0.85 0.68 0.57 0.51 0.47 0.42 0.34 0.28 25.41 11.03 5.5230730 10.97 13.12 1.01 0.81 0.67 0.61 0.56 0.50 0.40 0.34 32.16 13.12 6.5634118 8.35 13.37 1.03 0.82 0.69 0.62 0.57 0.51 0.41 0.34 18.94 13.37 6.8634120 9.25 15.20 1.17 0.94 0.78 0.71 0.65 0.58 0.47 0.39 23.13 15.20 7.6034123 10.59 17.41 1.34 1.07 0.89 0.81 0.74 0.67 0.54 0.45 29.66 17.41 8.7034125 11.48 18.87 1.45 1.16 0.97 0.88 0.81 0.73 0.58 0.48 34.09 18.87 9.4334130 13.68 22.48 1.73 1.38 1.15 1.05 0.96 0.86 0.69 0.58 44.98 22.48 11.2440120 10.11 18.83 1.45 1.16 0.97 0.88 0.80 0.72 0.58 0.48 26.36 21.32 10.7940123 11.58 24.43 1.88 1.50 1.25 1.14 1.04 0.94 0.75 0.63 34.20 24.72 12.3640125 12.56 26.80 2.06 1.65 1.37 1.25 1.15 1.03 0.82 0.69 39.49 26.80 13.4030730 10.97 11.30 0.81 0.65 0.54 0.49 0.45 0.40 0.32 0.27 29.85 11.30 5.6534118 8.35 11.69 0.84 0.67 0.56 0.51 0.46 0.42 0.33 0.28 17.57 11.69 5.9134120 9.25 13.09 0.94 0.75 0.62 0.57 0.52 0.47 0.37 0.31 21.46 13.09 6.5534123 10.59 14.99 1.07 0.86 0.71 0.65 0.59 0.54 0.43 0.36 27.53 14.99 7.4934125 11.48 16.25 1.16 0.93 0.77 0.70 0.64 0.58 0.46 0.39 31.63 16.25 8.1234130 13.68 19.36 1.38 1.11 0.92 0.84 0.77 0.69 0.55 0.46 41.74 19.36 9.6840120 10.11 17.48 1.25 1.00 0.83 0.76 0.69 0.62 0.50 0.42 24.47 18.58 9.2940123 11.58 21.29 1.52 1.22 1.01 0.92 0.84 0.76 0.61 0.51 31.74 21.29 10.6440125 12.56 23.08 1.65 1.32 1.10 1.00 0.92 0.82 0.66 0.55 36.65 23.08 11.5434118 8.35 10.28 0.69 0.55 0.46 0.42 0.38 0.34 0.27 0.23 16.39 10.28 5.1434120 9.25 11.39 0.76 0.61 0.51 0.46 0.42 0.38 0.30 0.25 20.02 11.39 5.7034123 10.59 13.04 0.87 0.70 0.58 0.53 0.48 0.43 0.35 0.29 25.68 13.04 6.5234125 11.48 14.14 0.94 0.75 0.63 0.57 0.52 0.47 0.38 0.31 29.51 14.14 7.0734130 13.68 16.84 1.12 0.90 0.75 0.68 0.62 0.56 0.45 0.37 38.94 16.84 8.4240120 10.11 16.17 1.08 0.86 0.72 0.65 0.60 0.54 0.43 0.36 22.82 16.17 8.0940123 11.58 18.52 1.23 0.99 0.82 0.75 0.69 0.62 0.49 0.41 29.60 18.52 9.2640125 12.56 20.08 1.34 1.07 0.89 0.81 0.74 0.67 0.54 0.45 34.19 20.08 10.0440130 14.98 23.94 1.60 1.28 1.06 0.97 0.89 0.80 0.64 0.53 45.51 23.94 11.9740132 15.94 25.47 1.70 1.36 1.13 1.03 0.94 0.85 0.68 0.57 49.92 25.47 12.73

Page 36: Z Purlins C Sections Eaves Beams raiSing your · PDF fileC Sections Eaves Beams raiSing your ExPECtationS ... double span butt joint system 10 ... Albion Sections zed purlin and rail

© Copyright Albion Sections Limited 2010

Albion SectionS limitedCoLd RoLLed SeCtionS foR the ConStRuCtion And engineeRing induStRieS

mAinlAnd U.K.ALbion RoAd,

WeSt bRomWiCh, WeSt midLAndS.

b70 8bd

Why choose Albion Sections:• high strength steel grade S450, as standard• extensive range of Zed, Cee and eaves beam

sections• Lead time 5-7 working days• fully dynamic punching facility• in house technical support backed

up by Pi insurance

• free Albion engineer design software• free Albion detailing software

northern irelAndunit 1, RAthdoWn RoAd,LiSSue induStRiAL eStAte, LiSbuRn, County AntRim.

bt28 2Re tel: +44 (0) 121 553 1877

fax Sales/general: +44 (0) 121 553 5507email: [email protected] www.albionsections.co.uk