Hadley Group Ultrazed and Ultrabeam 63mm System Manual

U l t r aZED

U l t r aBEAM

f o rPURL INS ,CLADD ING RA ILS &FLOOR JO ISTSIN BU ILD ING SHELLCONSTRUCT ION

October 2010

CI/SfB reference

(27) Hh2

Hadley RolledProducts Limited

QUALITY ASSURANCE

ISO 9001:2000

ISO 14001:2004

TECHNICAL SUPPORT

Full technical support by Hadley Rolled Products engineers issupplemented by finite analysis computer software. UltraPRO.Design Software is available free upon request.

UltraZED and UltraBEAM cold roll formed Purlins,Side Rails and Floor Beams are manufactured in theWest Midlands region of Great Britain by Hadley RolledProducts Limited, a part of The Hadley Groupone of Europes foremost privately owned producers ofcold roll formed sections.

The integration of advanced research anddevelopment with in-house tool manufacture andthe construction of its own rolling machines hasearned The Hadley Group its reputation asa major force in cold roll formed technology.

UltraZED and UltraBEAM sections are supported byHadley Rolled Products computer software programs -developed specifically for, and in association with, theend users they serve. It is through this attention todetail and by constant product development that HadleyRolled Products Limited brings you our latest SystemsManual - the fifth since the launch of UltraZED in 1986.This constant search for attainment of industry beststandards is central to themanufacturing policy of The Hadley Group andis one that requires all Group companies conform torelevant UK, European and International Standards forquality.

At Hadley Rolled Products Limited such QA Standardsare further supported by our membership of the SteelConstruction Institute. DESIGN SOFTWARE

UltraPRO..

AUTHORITY

BS5950 pt 5 1998 supported by test programs carriedout at the Department of Mechanics of Materials atStrathclyde University and in house test programsadministered and authenticated bythe SCI under their Light GaugeAccreditation scheme.

COSTING

Design and costing to clients specification ensuresoptimum use of material and reduced costs.

ORDERING

UltraZED and UltraBEAM products are available on 3Dmodelling systems by StruCAD, XSteel-3D and AdvanceSteel. Data transfer of detailing information may be byelectronic data transfer via the Internet or hard copy.

Alternatively ordering details may be submitted viaHadley Rolled Products standard detailing methods.In-built data checks minimise the risk of incorrect datato the manufacturing process.

The Hadley Group is one of Europesleading manufacturers of cold rolled sections andallied products.

Operating from purpose built premises in theheart of the industrial West Midlands in the UnitedKingdom, The Hadley Group of companiesare dedicated to the provision of matchlessstandards of service, quality, innovation andtechnical expertise.

The integration of advanced research anddevelopment with in-house tool manufacture andthe construction of its own rolling machines hasearned The Hadley Group its reputation asa major force in cold roll formed technology.

Components designed and engineered bycompanies within The Hadley Group aremanufactured for use in all types of industry fromautomotive and construction through to aerospace.

Advanced computer aided design technology isused in the development and production of a widerange of products setting high standards ofperformance and reliability.

OUR MISSION STATEMENT:-

WE WILL EXCEED OUR CUSTOMERSEXPECTATIONS BY WORKING TOGETHERPROFITABLY TO IMPROVE QUALITY ANDSERVICE THROUGH INVESTMENT IN PEOPLEAND TECHNOLOGY.

SHAPING THE FUTURE IN METAL

MANUFACTURE

Dedicated production machinery - manufactured andsupported by The Hadley Group ensuresproduct quality and reliability. Individual productmarking to customers requirements means easycomponent recognition.

Customers identification marks for Purlin, Rail andFloor Beam sections is accommodated by ink-jetmarking.

On UltraZED section this is positioned on the sectionlips which allows assessment of bundle contentswithout unnecessary separation of the contents.

SUPPLY & DESPATCH

Special packaging and despatch requirements can beaccommodated by arrangement.

This includes phasing of deliveries, colour coding andexport packaging. Delivery is available anywhere on theUK mainland by road transport.

UltraZED and UltraBEAM sections andaccessories are manufactured fromre-cycleable steel which is itselfmanufactured using re-cycled materialin accordance with steel industry

standards. Bolted and mechanical connections resultin environmentally friendly construction methods -simplifying and assisting Life Cycle Analysis (LCA)targets for building design.

www.hadleygroup.co.uk

Hadley Rol led Products


www.hadleygroup.co.uk


1 Con ten t s

UltraZEDUltraBEAM

Contents1

Reference Page

SECTION PROPERTIES 3-6 & 59

SECTION DIMENSIONS

UltraZED Roof Purlins 4UltraZED Side Rails 4UltraBEAM Side Rails 6UltraBEAM Floor Beams 60Cleader Angle 23Compound Beam 48Eaves Beam 6 & 49

ROOF

UltraZED Section Dimensions 4Systems 7 - 8Hole Configurations 9 - 12Cleats 13 Services 14Rafter Stays 14Drifting Snow 15Gutter Support 15Strut and Bracing 16Purlin Ties (Anti-Sag Bars) 17Unrestrained Roof 18Mono-pitch 18Flat Roof 30 20Tiled Roof 21 - 22Gable Cantilever 23Gable Terminations 23Cleader Angle 23

Load Tables

See Load Tables Publications -

and/or UltraPRO Design Software.

2www.hadleygroup.co.uk

UltraZEDUltraBEAM

Contents2

SIDES

Section Dimensions 4 - 6Systems 25Firewall System 26Corner/Column Fillers 27Hole Configurations 28 - 31Cleats 32Column Stays 32Strut and Bracing 33 - 36Heavy Duty Bracing 36Horizontal Cladding Systems 37 - 41Panel Connection Joints 39 - 40Top Hat Profile (by others) 42RibLOK Cleat 42Unrestrained Vertical Cladding 43Parapet detail 44Window Trimmers 45 - 46Door Trimmers 47Brickwork Restraints 47

Load Tables

See Load Tables Publicationsand/or UltraPRO Design Software -

FIREWALL

Firewall System 26

EAVES

Section Dimensions 6 & 49Systems 49Hole Configurations 49 - 50Cleats 50Strut and Bracing 16 & 49

Load Tables

See Load Tables Publicationsand/or UltraPRO Design Software -

CEILING

Suspended Ceiling Support 51

FLOOR

Systems 52Inset System & Tie Bars 53 - 54Top Cleat System 55 - 56Flange Fixed System 57Masonry Connections 58 Section Properties 59Section Dimensions 60Floor Services 61

Load TablesFor Load Tables use UltraPRO Design Software

3 Hadley Rol led Products

SECTION t mm Wt/m AREA lxx lyy Ryy Zxx ZxrReference Thickness kg cm2 cm4 cm4 cm cm3 cm3

145/120 1.20 3.07 3.83 125.39 36.85 3.15 17.16 17.14

145/130 1.30 3.32 4.14 136.11 39.86 3.15 18.61 18.60

145/140 1.40 3.57 4.45 146.57 42.84 3.15 20.06 20.05

145/150 1.50 3.81 4.76 156.98 45.80 3.14 21.49 21.49

145/160 1.60 4.05 5.06 167.34 48.74 3.14 22.92 22.92

145/180 1.80 4.53 5.66 187.92 54.33 3.14 25.77 25.77

145/200 2.00 5.02 6.26 208.30 60.23 3.13 28.62 28.62

170/120 1.20 3.17 3.96 182.03 32.66 2.83 21.19 21.19

170/130 1.30 3.43 4.28 197.95 35.82 2.85 22.98 22.98

170/140 1.40 3.69 4.61 213.99 39.05 2.86 24.77 24.77

170/150 1.50 3.87 4.93 230.21 42.39 2.87 26.57 26.57

170/160 1.60 4.21 5.25 246.42 45.73 2.90 28.37 28.37

170/180 1.80 4.70 5.87 279.32 52.69 2.93 31.98 31.98

170/200 2.00 5.28 6.59 310.35 58.54 2.96 35.53 35.53

170/230 2.30 6.15 7.68 356.90 67.32 3.01 40.86 40.86

200/120 1.20 3.67 4.58 274.75 38.06 2.88 27.04 27.04

200/130 1.30 3.97 4.96 297.29 41.43 2.89 29.26 29.26

200/140 1.40 4.27 5.33 319.78 44.84 2.89 31.48 31.48

200/150 1.50 4.57 5.70 342.19 48.29 2.90 33.69 33.69

200/160 1.60 4.87 6.08 364.60 51.74 2.91 35.89 35.89

200/180 1.80 5.47 6.83 409.21 58.77 2.92 40.28 40.28

200/200 2.00 6.13 7.65 454.67 65.30 2.93 44.75 44.75

200/250 2.50 7.78 9.71 568.32 81.62 2.96 55.93 55.93

225/130 1.30 4.22 5.27 393.22 41.65 2.79 34.43 34.43

225/140 1.40 4.54 5.67 422.95 44.85 2.80 37.04 37.04

225/150 1.50 4.86 6.07 452.68 48.28 2.81 39.65 39.65

225/160 1.60 5.18 6.46 482.35 51.75 2.82 42.25 42.25

225/180 1.80 5.82 7.26 541.37 58.85 2.84 47.42 47.42

225/200 2.00 6.45 8.05 600.39 65.95 2.85 52.58 52.58

225/250 2.50 8.04 10.03 747.94 82.44 2.89 65.49 65.49

255/140 1.40 4.88 6.12 570.66 45.29 2.71 44.14 44.14

255/150 1.50 5.23 6.56 610.24 48.52 2.72 47.24 47.24

255/160 1.60 5.57 6.95 650.62 51.76 2.72 50.33 50.33

255/180 1.80 6.26 7.81 730.58 58.79 2.73 56.52 56.52

255/200 2.00 7.03 8.77 811.76 65.32 2.76 62.80 62.80

255/250 2.50 8.59 10.72 1008.02 84.42 2.78 77.98 77.98

255/300 3.00 10.26 13.08 1209.62 101.30 2.81 93.57 93.57

285/150 1.50 5.64 7.03 798.57 49.01 2.61 55.33 55.33

285/160 1.60 5.99 7.48 850.73 52.26 2.62 58.94 58.94

285/180 1.80 6.70 8.36 955.05 58.80 2.64 66.17 66.17

285/200 2.00 7.41 9.25 1059.37 65.96 2.66 73.40 73.40

285/230 2.30 8.50 10.61 1215.18 76.95 2.68 84.19 84.19

285/250 2.50 9.20 11.48 1318.61 84.43 2.69 91.36 91.36

285/300 3.00 11.20 13.98 1582.33 101.31 2.72 109.63 109.63

UltraZEDBEAM

Section Properties3


Dim. Dim. Dim. Dim. Dim. Dim. Dim. Dim.A B C D E F G H

145 67.5 61.5 15.5 14.0 90 9.75 37


170 67.5 61.5 15.5 14.0 115 9.75 62


200 76.0 71.0 18.5 17.5 100 13.0 50


225 76.0 71.0 18.5 17.5 125 13.0 75


255 76.0 71.0 18.5 17.5 155 13.0 105


285 76.0 71.0 18.5 17.5 185 13.0 135

UltraZED

Structural Grade Steel S390+Z275 NA-C to BS EN 10346:2009All dimensions nominal in mm. Drawings not to scale.

BFlange Hole

42mm

Flange Hole42mm

42mmFlange Hole

42mmFlange Hole

D

D

B

A

X Bar

Y Bar

C

C

E

E

G

G

A

Series 145 170

ALL HOLES 14 Dia. FOR M12 BOLTS

ALL HOLES 14 Dia. FOR M12 BOLTS

X Bar

Y Bar

H F

H F

14555

53

37

22 max.

60 min.

t = 6mm min.

37

66

170

55

53

62

22 max.

60 min.

t = 6mm min.

62

66

200

76

74

5022 max.

82 min.

t = 8mm min.

50

66

225

76

74

75

22 max.

82 min.

t = 8mm min.

75

66

255

76

74

105

22 max.

82 min.

t = 8mm min.

105

66

285

76

74

135

22 max.

82 min.

t = 10mm min.

135

66

Series 200 285

UltraZED 4

Dimensions

UltraBEAM Structural Grade Steel S390+Z275 NA-C to BS EN 10346:2009All dimensions nominal in mm. Drawings not to scale.

KEY TO UltraBEAM SYSTEMS REFERENCE EXAMPLE: 2006316

200 63 16

SECTION DEPTH mm FLANGE WIDTH mm THICKNESS mm X 10

1456312 1.20 2.78 3.56 118.34 16.96 5.78 2.19 16.54 3.85 14.82 17.56 0.78 72.501456313 1.30 3.01 3.86 127.85 18.32 5.78 2.19 17.88 4.16 16.34 17.58 0.82 72.501456314 1.40 3.22 4.14 137.30 19.68 5.78 2.19 19.21 4.48 17.85 17.60 0.84 72.501456316 1.60 3.67 4.72 155.98 22.33 5.78 2.19 21.84 5.10 20.84 17.62 0.90 72.501456318 1.80 4.11 5.29 174.30 24.88 5.77 2.18 24.45 5.71 23.78 17.63 0.94 72.501456320 2.00 4.55 5.84 192.38 27.39 5.76 2.17 27.03 6.32 26.70 17.64 0.96 72.50

1706312 1.20 3.01 3.86 171.33 17.81 6.68 2.15 20.44 3.92 17.47 16.19 0.72 85.001706313 1.30 3.26 4.18 185.16 19.25 6.68 2.15 22.09 4.24 19.35 16.20 0.75 85.001706314 1.40 3.50 4.49 198.11 20.76 6.68 2.15 23.74 4.56 21.23 16.22 0.78 85.001706316 1.60 3.98 5.12 226.13 23.48 6.68 2.15 27.01 5.20 24.93 16.23 0.83 85.001706318 1.80 4.46 5.74 252.87 26.17 6.67 2.15 30.25 5.82 28.58 16.24 0.87 85.001706320 2.00 4.94 6.34 279.30 28.82 6.66 2.14 33.46 6.44 32.20 16.25 0.90 85.00

2006312 1.20 3.35 4.27 242.73 18.78 7.67 2.13 24.27 4.07 21.71 16.27 0.77 100.002006313 1.30 3.63 4.62 262.90 20.28 7.66 2.13 26.29 4.40 24.07 16.27 0.79 100.002006314 1.40 3.90 4.96 282.95 21.75 7.66 2.12 28.30 4.73 26.63 16.28 0.82 100.002006316 1.60 4.44 5.65 322.69 24.64 7.65 2.11 32.27 5.37 31.47 16.29 0.87 100.002006318 1.80 4.97 6.33 361.97 27.46 7.65 2.11 36.20 6.00 35.93 16.31 0.90 100.002006320 2.00 5.51 7.01 400.77 30.20 7.64 2.10 40.08 7.64 40.08 16.32 0.92 100.002006325 2.50 6.78 8.63 495.75 36.72 7.64 2.08 49.58 8.09 49.58 16.34 0.97 100.00

2256314 1.40 4.17 5.31 374.92 22.52 8.52 2.09 33.33 4.79 31.40 15.25 0.77 112.502256316 1.60 4.75 6.05 427.74 25.52 8.52 2.08 38.02 5.44 37.11 15.27 0.81 112.502256318 1.80 5.33 6.78 479.98 28.43 8.51 2.07 42.66 6.07 42.34 15.28 0.84 112.502256320 2.00 5.90 7.51 531.64 31.27 8.50 2.06 47.26 6.70 47.26 15.30 0.86 112.502256323 2.30 6.72 8.55 608.03 35.39 8.50 2.05 54.05 7.60 54.05 15.31 0.89 112.502256325 2.50 7.27 9.26 658.24 38.04 8.50 2.04 58.51 8.19 58.51 15.32 0.91 112.50

2557514 1.40 4.83 6.15 569.36 38.82 9.76 2.55 44.66 6.97 39.45 18.59 0.68 127.502557515 1.50 5.17 6.58 609.82 41.46 9.76 2.54 47.83 7.45 43.25 18.60 0.70 127.502557516 1.60 5.51 7.01 650.09 44.08 9.75 2.54 50.99 7.93 47.17 18.61 0.73 127.502557518 1.80 6.17 7.86 730.05 49.22 9.75 2.53 57.26 8.87 54.88 18.62 0.77 127.502557520 2.00 6.77 8.62 809.26 54.26 9.74 2.52 63.47 9.80 62.18 18.63 0.80 127.502557523 2.30 7.80 9.93 926.64 61.60 9.74 2.51 72.68 11.16 72.68 18.63 0.83 127.502557525 2.50 8.44 10.75 1003.96 66.36 9.74 2.50 78.74 12.04 78.74 18.66 0.85 127.502557530 3.00 10.05 12.79 1193.99 77.79 9.73 2.48 93.65 14.19 93.65 18.69 0.89 127.50

2857515 1.50 5.52 7.03 795.37 42.77 10.78 2.50 55.82 7.51 50.72 17.46 0.66 142.502857516 1.60 5.88 7.49 848.00 45.47 10.78 2.50 59.51 8.01 55.25 17.47 0.68 142.502857518 1.80 6.60 8.40 952.58 50.78 10.77 2.49 66.85 8.97 64.18 17.48 0.72 142.502857520 2.00 7.24 9.22 1056.22 55.97 10.76 2.48 74.12 9.91 72.65 17.50 0.75 142.502857523 2.30 8.34 10.62 1209.94 63.55 10.76 2.47 84.91 11.28 84.91 17.51 0.78 142.502857525 2.50 9.03 11.50 1311.26 68.46 10.76 2.46 92.02 12.18 92.02 17.52 0.81 142.502857530 3.00 10.75 13.69 1560.54 80.26 10.75 2.44 109.51 14.35 109.51 17.56 0.83 142.50

3057515 1.50 5.76 7.33 936.15 43.56 11.46 2.47 61.39 7.58 55.95 16.77 0.63 152.503057516 1.60 6.13 7.81 998.19 46.30 11.45 2.47 65.46 8.06 60.91 16.78 0.66 152.503057518 1.80 6.88 8.76 1121.46 51.71 11.44 2.46 73.54 9.02 70.69 16.80 0.69 152.503057520 2.00 7.56 9.62 1243.68 57.00 11.44 2.45 81.55 9.97 79.97 16.82 0.72 152.503057523 2.30 8.70 11.08 1425.03 64.71 11.44 2.44 93.44 11.35 93.27 16.82 0.75 152.503057525 2.50 9.43 12.00 1544.62 69.72 11.44 2.43 101.29 12.25 101.29 16.84 0.76 152.503057530 3.00 11.22 14.29 1839.02 81.73 11.42 2.41 120.59 14.44 120.59 16.88 0.80 152.50

EAVES BEAM SECTIONS

2009018 1.80 5.73 7.30 455.30 68.02 7.98 3.09 45.53 10.72 40.16 25.66 0.82 100.002009020 2.00 6.35 8.09 514.81 76.58 7.98 3.08 51.48 11.85 47.82 25.69 0.88 100.002009025 2.50 7.84 9.98 625.29 92.03 7.98 3.06 62.53 14.59 61.73 25.68 0.95 100.00

2559018 1.80 6.51 8.29 801.65 73.25 9.94 3.01 62.87 11.03 65.08 22.71 0.72 127.502559020 2.00 7.21 9.19 888.84 80.83 9.94 3.00 69.71 12.19 64.49 22.71 0.76 127.502559025 2.50 8.91 11.36 1103.38 99.13 9.94 2.98 86.54 15.01 85.41 22.72 0.84 127.50

Section t Mass Area Ixx Iyy Rxx Ryy Zxx Zyy Zxr Cy Q CxReference (mm) (kg/m) (cm2) (cm4) (cm4) (cm) (cm) (cm3) (cm3) (cm3) (mm) Factor (mm)

5 Hadley Rol led Products

UltraZEDUltraBEAM

SectionProperties

5

Dim. Dim. Dim. Dim. Dim. Dim. Dim. Dim.D B C L E F G H

145 63 75 14 35 9 37 25

170 63 100 14 35 9 62 25

200 63 100 14 50 12.5 50 42

225 63 125 14 50 12.5 75 42

255 75 155 17 50 12.5 105 42

285 75 185 17 50 12.5 135 42

305 75 205 17 50 12.5 155 42

200 90 100 20 50 12.5 50 42

255 90 155 20 50 12.5 105 42

SERIES 145 - 305

ALL HOLES 14 Dia. FOR GRADE 8.8 M12 BOLTSAll dimensions in mm. Drawings not to scale.

DC

E

H

G

B

F

L


UltraZEDUltraBEAM

6

DimensionsCladding Rails

For Floor Beams see pages 59 & 60

7 Roof Construct ion

UltraZEDUltraBEAM

Roof7

SLEEVED SYSTEM

This is the most commonly used Purlin System. Itprovides a cost effective roofing solution to many buildingdesigns including the more complex. The sheeting line iseasily varied by using a combination of Purlin depths andextended Cleats. The single spanning lengths,combined with simple fabricated Cleats, contribute toflexibility and to simplification of site handling logistics.

Sleeves required at every joint on the penultimate rafter and alternate joints thereafter.Sections can be supplied as double spanning lengths if required.

DOUBLE SPANNINGBUTT-JOINTED SYSTEM

If Double Spanning Purlins are preferred, this systemoffers the best solution.

The virtual elimination of sleeves offers savings incomponent parts and consequently site erection time.

NO SLEEVES ARE REQUIRED(except at alternative joints on the penultimate rafter)

NON-CONTINUOUSSYSTEM

For roof structures containing short spans or nocontinuity of the purlin line, this system is eminentlysuitable.

It is economic and easily detailed and allows a varietyof Purlin depths to be used, either over the rafters orbetween rafter webs.

Sleeves required at alternative joints on the penultimate rafter.

No sleeves required with this system.

SYSTEMS, CONNECTIONS AND JOINT PLANS

UltraZEDUltraBEAM

Roof8

UltraLAP SYSTEM

For long spans and uncomplicated Purlin runs theUltraLAP System with shorter overlap lengths optimisethe inherent strength to weight ratio of UltraZED.

Easily handled single span lengths are alternatelyinverted and overlapped to provide a fully continuousPurlin System which offers savings in both material and siteerection time.

Alternate Purlins have wide and narrow flanges uppermost. Minimum number of 5 bays.

SLEEVE-LESS SYSTEM SPANS UP TO 12 METRES.

HEAVY END BAY SINGLESPAN SLEEVED SYSTEM

For uncomplicated purlin runs and where spansexceed 8 metres. Single span (standard) sleeved innerbay purlins utilised in conjunction with end bay purlinsand sleeves manufactured from heavier sectionoptimise the use of material within a sleevedsystem configuration.

HEAVY END BAY DOUBLESPAN SLEEVED SYSTEM

Eminently suitable for uncomplicated purlin runs andspans up to 8 metres, the double spanning inner baypurlins reduce the number of sleeves utilised to that ofa conventional sleeved system.

However when the double spanning inner bay purlinsand standard sleeves are used in conjunction with endbay purlins and sleeves manufactured from heaviersection the substantial increase in carrying capacityrepresents a reduction in cost.

Heavy gauge end bay purlin and sleeves.Standard sleeves at every joint thereafter - minimum 5 bays.

Heavy gauge end bay purlin and sleeves.Standard sleeves at every joint thereafter - minimum 5 bays.


SYSTEMS, CONNECTIONS AND JOINT PLANS

9 Roo f Cons t ruc t i on

UltraZEDUltraBEAM

Roof9

237 237

287287

362

427427

487 487

512512

1150

1100

980

850

700

600

362

237

67.5

61.5

67.5

61.5

76.0

71.0

71.0

71.0

71.0

76.0

76.0

76.0

66

66

66

66

66

66

287

237

362

427

487

30 30

287

362

427

487

30 30

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3 3

Extensive research and development went into thesleeve design, ensuring correct behaviour under all loadconditions whilst remaining simple to use.

Tests proved that the sleeve profile, section lengths andhole configuration employed in the final design satisfythese parameters fully.

STANDARD HOLE DETAILS - SLEEVED PURLIN SYSTEM, ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTSWe recommend that all bolts and washers are plated or galvanised against corrosion.

Narrow Flange

Wide Flange

30

30

66Length600 to 1150

6mm Gap UP SLOPE

3030

30

145

170

200

225

255

285

553753

145

556253

170

765074

200

76

75

74

225

76

105

74

255

76

135

74

533755

536255

745076

74

75

76

74

105

76

74

135

76

285

PIERCING FOR PURLIN TIES AT MID-SPAN OR 13 AND 23 SPAN POINTS

OVERALL LENGTH OF SINGLE SPANNING PURLINS EQUALS THE SPAN LESS 6mm

SLEEVED SYSTEM STANDARD SLEEVES

512512

HOLE CONFIGURATIONS


UltraZEDUltraBEAM

Roof10

WHERE SLEEVE CONNECTIONS ARE REQUIRED, PLEASE SEE PAGE 9

DOUBLE SPANNING BUTT-JOINTED ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTS CLEATS

145553753

170556253

200765074

225

76

75

74

255

76

105

74

76

135

74

22 max.3760 min.

22 max.6260 min.

22 max.50

82 min.

22 max.75

82 min.

22 max.

105

82 min.

22 max.

135

82 min.

285

145553753

170556253

200765074

225

76

75

74

255

76

105

74

76

135

74

285

66 66

66

3 3

30 30

30 30

30 30

30 30

PIERCING FOR PURLIN TIES AT MID SPAN

PIERCING FOR PURLIN TIES AT MID-SPAN OR 13 AND 23 SPANS IF REQUIRED

Length of Purlin = SPAN + SPAN less 6mm

145

170

200

225

255

285

145

170

200

225

255

285

66

22 max.3760 min.

22 max.6260 min.

22 max.50

82 min.

22 max.75

82 min.

22 max.

105

82 min.

22 max.

135

82 min.

66

66

NON - CONTINUOUS

SPAN SPAN

HOLE CONFIGURATIONS


UltraZEDUltraBEAM

Roof11

STANDARD HOLE DETAILS - HEAVY END BAY PURLIN SYSTEM ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTSWe recommend that all bolts and washers are plated or galvanised against corrosion.

HEAVY END BAY HEAVY END BAY SLEEVES

292 292

357357

457

532532

642 642

742742

1610

1410

1190

1040

840

710

457

67.5

61.5

61.5

71.0

71.0

71.0

71.0

67.5

76.0

76.0

76.0

76.0

66

66

66

66

66

66

357

292

457

532

642

3030 30

30

30

30

3030

3030

30

3030

3030

3030

3030

3030

3030

3 3

170

145

200

225

255

285

553753

145

556253

170

765074

200

76

75

74

225

76

105

74

255

76

135

74

533755

536255

745076

74

75

76

74

105

76

74

135

76

285

PIERCING FOR PURLIN TIES AT MID-SPAN OR 13 AND 23 SPAN POINTS

OVERALL LENGTH OF SINGLE SPANNING PURLINS EQUAL THE SPAN LESS 6mm742

P1 P2P1 P2 P3 P3 P3 P2X P1X P3 P4 P1X

P1 P4X P3 P1XP2X

S1

8 Mtr.Maximum

S1S2 S2

S1 S2 S2 S2 S2 S1

Heavy gauge end bay purlin and sleeves.Standard sleeves at every joint thereafter - minimum 5 bays.P1(X) = Heavy End Bay PurlinP2 (X) & P3 = Inner Bay PurlinsS1 = Heavy End Bay Sleeve (see above)S2 = Standard Sleeve (see page 9)

Heavy gauge end bay purlin and sleeves.Standard sleeves at every joint thereafter - minimum 5 bays.P1 (X) = Heavy End Bay Purlin (single span)P2 (X) & P3 = Inner Bay Purlins (double span) P4 (X) = Inner Bay Purlins (single span)S1 = Heavy End Bay Sleeve (see above)S2 = Standard Sleeve (see page 9)

HEAVY END BAY DOUBLE SPAN

MINIMUMOF

5 BAYS

HEAVY END BAY SINGLE SPAN

HOLE CONFIGURATIONS


UltraZEDUltraBEAM

Roof12

UltraLAP HOLE CONFIGURATIONS

The UltraLAP System uses Purlins which arealternately inverted, nested together and overlapped toform a continuous beam. The overlaps ensure that adouble thickness of material is available to counterhigh bending moments at the supports.

The length of overlap is such that it extends either sideof the rafter support to where the maximum internalmoment is approximately equal to half the supportmoment. In the End Bay, where the bending momentsare at their greatest, the Purlin is of thicker section andthe overlap into the penultimate bay is made longer.

Minimum number of bays = 5.

B AC

D

B AC

D

O/A Length : span + dim. G + overhangSpan

Narrow Flange

30

30

30

30

O/A Length : span + 30 + dim. HSpan

Narrow Flange

INNER BAY PURLIN

30E E

H

Rafter Rafter

EG

E EVariableoverhang

H

UltraLAP SYSTEM

RafterCL

END BAY PURLIN

PENULTIMATE BAY PURLIN

Wide FlangeO/A Length : span + 30 + dim. H

Span

SECTION Dim Dim Dim Dim Dim Dim Dim Dim MAX.Reference A B C D E F G H SPAN mm

145 145 37 55 53 460 700 730 950 6,500

170 170 62 55 53 500 750 780 1030 7,200

200 200 50 76 74 560 840 870 1150 8,000

225 225 75 76 74 630 940 970 1290 9,000

255 255 105 76 74 700 1050 1080 1430 10,000

285 285 135 76 74 770 1150 1180 1570 12,000

ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTS

All dimensions in millimetres

F

CL CL


UltraZEDUltraBEAM

Roof13

145 SERIESCladding FaceDim: 152mm


A A = max. 22mm (see text)

CW145

CW170

2766

27

60min.

60min.

CW200

CW225

CB225

CB170

CB145

CB200

120

22

37

119

66

6 No. 14mm Dia. holes in Cleatface

2 No. 18mm Dia. holesin Cleat base

3040

6

6

8

8

22

22

50

22

50

15482

min

22

75

82min

62144

179




CW255

CB255

8

22

105

82min

209

22

135

82min

239

10


UltraZED CW (weld-on) and CB (bolt-on) SeriesCleats are suitable for general roof applications.For steeper roof slopes or where heavy down slopeloads are experienced purlin cleats should be checkedfor suitability and reinforced if required.

CB285

CW285

CW SERIES CLEATS are mill finish for welding on tosteelwork.

CB SERIES CLEATS are galvanised finish and aresupplied with a fabricated base containing 2 No.18mmholes for mechanical fixing.

CW and CB SERIES CLEATS have 6 No. x 14mmholes in their face and are suitable for all purlin systems.

Customers wishing to fabricate their own cleats shouldensure their design satisfies the load requirements andthe maximum top edge to top hole dimension of 22mmis not exceeded otherwise the cleat will foul the webstiffening element of UltraZED.

RAFTER CLEATS


UltraZEDUltraBEAM

Roof14

X X

V

t

X

Dim.A

VDim. A

U

U

24mm

45

4520

30

RAFTER RESTRAINTS

Rafter and Column Stays are manufactured frompre-galvanised cold roll formed 45 x 45 x 2mm steelangle, cut and pierced to accept M12 bolts to customerrequirements.

Dim. A t WEIGHT lxx/lyy lvv luu Zxx/Zyy(mm) (mm) kg/m cm4 cm4 cm4 cm3

45 2.0 1.35 3.43 1.44 5.52 2.65

OverallLength

Dust Cover connected by the use of a clip:-For further details on this and other methods of fixing services please contact:-

ZED - DUCT SYSTEMS Limited, Unit 5, Hill St. Trading Estate, Kidderminster, Worcs. DY11 6TD.Telephone: 01562 824261 Fax: 01562 746435

SUSPENSION OF SERVICES FROM PURLINS

Where it is required that services are to be suspended from Purlins the preferred method of the attachment is throughthe section web.However, fixing to the Purlin lower flange (details 1, 2 and 3 above) is usually more convenient and cost effective, thefixing of loads to the lower flange lip is possible, provided certain precautions are taken. Hadley Rolled ProductsLimited. have concluded from in-house tests on service suspension techniques that the criteria in the following tablesshould be observed.For Lightweight Service Loads such as electrical, trunking, light fittings or overhead signs, the F.P. series clip for ZPurlins manufactured by W.J. Furse & Co. Ltd. of Nottingham, or ERICO CADDY Clips may be utilised.For suspension of duct work, or heating and ventilation components the CADDY Speed Link by ERICO is available.

Tests indicate the above flange loads are permissible:

Webfixing

Lipfixing

ALTERNATIVEHANGERS

1. 2.

3.

Dust Cover

PURLIN MATERIAL MAX LOAD MAX LOAD PER METRE MAX LOADTHICKNESS/mm PER CLIP/kg RUN OF PURLINS/kg PER PURLIN/kg

1.2 -1.5 10 15 251.6 - 2.0 20 25 402.0 - 3.0 25 35 50

To design UltraZED purlins to support point loads use UltraPRO. Design Software or contact our Technical Department.

20

ERICO telephone: 0118 958 8386 or visit www.erico.com CADDY and ERICO are Reg. Trade marks of ERICO International Corporation.

SERVICES AND RAFTER RESTRAINTS

122-T10 J-T1 UPC

DRIFTING SNOW, EAVES AND GUTTER DETAILS


UltraZEDUltraBEAM

Roof15

DRIFTING SNOW CONDITIONS

BS 6399 : Part 3 1988 defines the snow loadparameters on roofs from snow drifting againstvertical obstructions and in valleys. The high designloads determined by the code can be accommodatedby either closing the Purlin spacing in the relevant areaor by selecting Purlin sections appropriate to the loadconditions.

We recommend the use of UltraPRO. Design Softwareto satisfy the criteria of BS 6399 : Part 3 1988.

USE OF EAVES BEAMS TOSUPPORT GUTTERS

Where cold rolled Eaves Beams are required tosupport gutters we recommend that consideration isgiven to the high imposed loads often inherent ofgutter systems and the effect these may have on thestability and integrity of the Eaves Beam and itsassociated component parts.

Particular attention should be given to the bracingrequirements and we would recommend consultationwith our Technical Department.

USE OF PURLINS TOSUPPORT GUTTERS

Where gutters are supported from Purlins by the useof gutter straps, the Purlin should be restrained againsttwist by the additional use of Eaves Braces orSRS Type Struts.

Restraints should be such that the maximumunrestrained length of Purlin does not exceed 2.5metres. SRS Type Struts should be used where nosuitable eaves member is available.

Diagram 3 illustrates a possible solution to a hiddengutter detail where restraint to the outboard line ofPurlins is difficult to achieve.

1. INTERNAL GUTTER DETAIL

2. EXTERNAL GUTTER DETAIL

3. EAVES DETAIL

Eaves Brace

Eaves Brace

Eaves Brace Bracket

CompoundBeam Brace

PressedSteel

Gutter

SRS Strut

SRS Strut

Eaves Brace Bracket


UltraZEDUltraBEAM

Roof16

ROOF STRUT AND BRACING AT EAVES, VALLEY & APEX

< = 4.5 metres 1 Eaves Brace at mid-span 1 SRS + DPB (Fig. 1) 0 DPB at 20 metres max (Fig. 1). 1 x Tube Strut

> 4.5 m - < = 6.1 m 1 Eaves Brace at mid-span 1 SRS + DPB (Fig. 1) 1 DPB at 20 metres max (Fig. 1). 1 x Tube Strut

> 6.1 m - < = 7.6 m 2 Eaves Brace at 13 & 23 span 2 SRS + DPB (Fig. 2) 1 DPB at 20 metres max (Fig. 2). 2 x Tube Strut

> 7.6 m - < = 10 m 2 Eaves Brace at 13 & 23 span 2 SRS + DPB (Fig. 2) 2 DPB at 15 metres max (Fig. 2). 2 x Tube Strut

< = 6.1 metres 1 Eaves Brace at mid-span 1 SRS + DPB (Fig. 1) 0 or 1 DPB at 20 metres max (Fig. 1). 1 x Apex Tie

> 6.1 m - < = 7.6 m 2 Eaves Brace at 13 & 23 span 2 SRS + DPB (Fig. 2) 0 or 1 DPB at 15 metres max (Fig. 2). 1 x Apex Tie

> 7.6 m - < = 10 m 2 Eaves Brace at 13 & 23 span 2 SRS + DPB (Fig. 2) 1 or 2 DPB at 15 metres max (Fig. 2). 2 x Apex Tie

> 10 m 2 Eaves Brace at 13 & 23 span 3 SRS + DPB (Fig. 3) 2 SRS DPB at 15 metres max (Fig. 2). 2 x Apex Strut

< = 6.1 metres 1 Eaves Brace at mid-span 1 SRS + DPB (Fig. 1) 1 DPB at 15 metres max (Fig. 2). 1 x Apex Tie

> 6.1 m - < = 7.6 m 2 Eaves Brace at 13 & 23 span 2 SRS + DPB (Fig. 2) 1 DPB at 15 metres max (Fig. 2). 1 x Apex Tie

> 7.6 m - < = 10 m 2 Eaves Brace at 13 & 23 span 2 SRS + DPB (Fig. 2) 2 DPB at 15 metres max (Fig. 2). 2 x Apex Tie

> 10 m 3 Eaves Brace at 14, 12 & 34 span 3 SRS + DPB (Fig. 3) 2 SRS DPB at 15 metres max (Fig. 3). 2 x Apex Strut

KEY: < Less than Greater than

APEX TIE (Page 17)APEX STRUT (Page 22)SRS STRUT (Page 35)EAVES BRACE (Page 49)

ROOF PURLIN STRUT AND BRACING REQUIREMENTS

DIAGONAL PURLIN BRACE - DPB

Roof Purlin behaviour is dependant upon a number ofinter-relating factors such as that of Purlin stiffness,neutral axis to roof slope, the Purlin span, length of roofslope, Eaves/Apex conditions, Cladding Type and thefixing methods employed.

The following recommendations are based on bestpractice methodology. Determine requirements by:-

CLADDING TYPE - Table below is for Screw FixedCladding only, see page 18 for other cladding types.

OTHER ROOFING TYPES SEE:-Unrestrained Roofs Page 18Mono-pitch Roofs Page 18Flat Roofs Page 19Curved Roofs Page 19Steep Roofs over 30 Page 20Tiled Roof + Metal Tray Page 21Tiled Roof with Timber Jack Rafters Page 22.Note:- For roof conditions not listed please contact ourTechnical Department.

Apex TieRequirements

Length of roof slopeBetween additional PurlinBracing

Purlin Ties(Anti-sag Bars)Determined bywind-upliftcriteria or as recommendedon page 17.

Condition at bottom of roof slope at eaves or valley

STRUT REQUIREMENTS TO LOWER PURLINS.

WITH EAVES MEMBER NO EAVES MEMBER

Purlin SpanAll purlinsystems

Roof SlopeRange ofroof slopedeterminingbracingrequirements

= = = = = = = ==

1. 2. 3.

0 - 3 - 20-

PURLIN TIES


UltraZEDUltraBEAM

Roof17

Push Fit

Purlin Centres30

12

181.4

PURLIN/APEX TIE ORIENTATION - SCREW FIXED CLADDING

NB:-Purlin Tie orientation illustrated is for screw fixed cladding.Reverse Purlin/Apex Tie orientation for Hook Bolt Fixed Cladding.

TO FACILITATE TEMPORARY SUPPORT OF PURLINS DURING CLADDING IT ISRECOMMENDED THAT ALL PURLINS ARE PUNCHED TO

ACCOMMODATE PURLIN TIES EVEN WHEN THEIRUSE IS NOT INTENDED.

GUIDANCE ON PURLIN TIE INCLUSION >3 - 6.1mFOR FIBRE CEMENT SHEETING THE INCLUSION OF PURLIN TIES IS ADVISED ON SPANS > 5m

TO FACILITATE TEMPORARY SUPPORT OF PURLINS DURING CLADDING IT IS RECOMMENDED THAT ALL PURLINS ARE PUNCHED TO ACCOMMODATE PURLIN TIES EVEN WHEN THEIR USE IS NOT INTENDED.

Section Sleeved, Heavy End Bay, Double Spanning, UltraLAP All purlin systems for close tolerance construction ie: Ref. Non-continuous & UltraLAP End Bay Inner bay To assist in achieving part L (& better) building regulations

Max Recommended Max Recommended Max Recommendedspan without Purlin Ties span without Purlin Ties span without Purlin Ties

145 6.1 metres 6.5 metres 5.5 metres170 6.2 metres 6.5 metres 5.8 metres200 6.8 metres 7.1 metres 6.1 metres225 7.1 metres 7.6 metres 6.5 metres255-285 7.6 metres 7.6 metres 6.8 metres

(> 10m SRS) (> 10m SRS) (> 10m SRS)

PURLIN TIES

Purlin Ties (anti-sag bars) perform two functions:-

1. To control rotation of the Purlin during wind uplift conditions.

2. To provide a stable working platform for cladding large spans and particularly where deep/heavy/composite cladding is used to achieve satisfaction of current and proposed building regulation requirements.

In response to changes resulting from Part L of BuildingRegulations and future possible changes, maintaining theaccuracy of purlin spacing is of paramount importance.Sealing cladding joints to eliminate air leakage, allied tothe increasing depth of insulation necessary to achievethe U value performance requirements of Part L meansit is critical that purlin twist is minimised and straightnessas well as purlin spacing is accurately and consistentlymaintained. The inclusion of Purlin Ties will assist inthis, particularly when an in-situ cladding constructionis utilised.

1. Eaves Brace or SRS type Strut should always be included at eaves or valley area of roof.

2. Apex Ties or Apex Struts should always be included at roof apex-even when Purlin Ties are not utilised.

3. See page 16 for requirements.

FOR SPANS> 10mUSE SRS TYPESTRUTS

Our Purlin and Apex Ties are manufactured from coldroll formed pre-galvanised Steel Channel fitted withcorrosion resistant retaining springs combiningpositive location with ease of use. PURLIN TIE ORIENTATION is dependent upon the method of claddingattachment. See drawing.

For Strut and Bracing requirements at Eaves, Valley, inlong roof slopes and at the Apex see page 16.

Purlin Wind Uplift Capacity is determined by the numberof Purlin Ties used per span and the ultimate loadcapacities are as shown in the published load tables ordefined by our computer software.

However, the tables below give guidance to the inclusionof Purlin Ties whatever the wind uplift condition.Alternatively, or in addition to the following, it may bethat temporary propping/spacing of Purlins is requiredduring the sheeting of the roof.

FOR PURLIN WIND UPLIFT CAPACITIESUSE UltraPRO. DESIGN SOFTWARE.

NB:-On roof slopes >20 (included angle < 140)Apex Tie is cranked threaded rod.

Table 1. Table 2. Table 3.

18www.had leyg roup .co .uk

UltraZEDUltraBEAM

Roof18

SRS Type Strut &Diagonal Purlin Brace(DPB)

A

A

B

B

Purlin Ties (if required see page 17).

Eaves Brace or 12mm Screwed Rod

Tubular Strutor 12mm Screwed Rodin lieu of Purlin Tie (if required).

Eaves Bracerequired withcold rolledEaves Beam seepage 16.

UNRESTRAINED AND MONO-PITCH ROOF CONSTRUCTION

UNRESTRAINED ROOFCONSTRUCTION

Standing seam decking or decking which is deemed toafford little or no restraint to the Purlin top flangerequires special consideration.

To determine the optimum Purlin section our computersoftware should be used which takes into account thebuckling resistance for the unrestrained Purlin section.

Alternatively the published load tables may be utilised,providing SRS Type Struts are included, so that themaximum unrestrained distance between Struts does notexceed 2000mm - Ultimate Wind Uplift Values are as forUltimate Down Load in this situation.

Note:- Where screw fixed rigid liner tray of a thicknessgreater than 0.3mm (Steel) or 0.5mm (Aluminium) isutilised the Purlin may be designed as fully restrained.

If the restraint afforded to the purlins is in doubt consultcladding supplier for confirmation.

SRS TYPE STRUT ASSEMBLY45 x 45 Angle

Eaves Brace

For Strut requirements see text.

MONO-PITCH ROOFS < = 3 (FLAT)

STRUT AND BRACING

When using UltraZED Purlins in mono-pitch roofdesign where the roof slope is 3 or less the Strut andbracing requirements for the eaves condition are asoutlined on page 16.

MONO-PITCH ROOFS > 3

When using UltraZED Purlins in mono-pitch roofdesign where the roof slope is greater than 3 one ofthe details shown in this diagram should be used.

EXAMPLE A: Shows the recommended method ofrestraint when a structural ridge member is available.

EXAMPLE B: Displays the alternative method when nosuitable support lends itself.

PURLIN TIESThe parameters governing the inclusion and use ofPurlin Ties in mono-pitch roofs is the same as outlinedon page 17.

FLAT ROOF 30 consult our detailing department for advice on use of struts.


UltraZEDUltraBEAM

Roof20

*NB. If unrestrained cladding is used on roof slope greater than 10 consideration to possible slippage of thecladding down the roof slope may be required. If this is the case the bottom of the cladding may require proppingagainst a Ledger Angle or similar as shown for Vertical Clip Fixed Cladding on page 37 of our Systems Manual.Contact our technical department for further assistance.

STEEP ROOF DESIGN > 30

STEEP ROOF DESIGN > 30

When considering roof design with slopes >30 consideration to the Strutrequirements should be given, with particular emphasis on the condition at thebottom of the roof slope as outlined below.

For Tiled Roof Construction using Metal Deck and Tiles or Timber Jack Raftersand Tiles see pages 21 & 22.

For Purlin selection UltraPRO. Design Software should be used or contact ourtechnical department for assistance.

ROOF SLOPES > 65 SHOULD BE TREATED AS VERTICAL SIDES.

Gutter Support(See page 15).

UltraBEAMSoffit Rails

65 M

ax. UltraZED

Purlins

Key:

< Less than

Greater than

Screw Fixed < = 6.1 metres 1 SRS + DPB (Fig. 1 Page 14) 1 SRS at mid-span DPB at 10 metres maxCladding

> 6.1 m - < =9 m 2 SRS + DPB (Fig. 2 Page 14) 2 SRS at 13 & 23 DPB at 10 metres max

> 9m 3 SRS + DPB (Fig. 3 Page 14) 3 SRS at 14, 12 & 34 DPB at 10 metres max

Unrestrained < = 6.1 metres 1 SRS + DPB (Fig. 1 Page 14) 1 SRS at mid-span DPB at 10 metres max Cladding

> 6.1 m - < =9 m 2 SRS + DPB (Fig. 2 Page 14) 2 SRS at 13 & 23 DPB at 10 metres max

> 9m 3 SRS + DPB (Fig. 3 Page 14) 3 SRS at 14, 12 & 34 DPB at 10 metres max

Unrestrained < = 6.1 metres 1 HDS + HD-DTB (Page 34) 1 HDS at mid-span HD-DTB at 8 metres maxCladding

> 6.1 m - < =9 m 2 HDS + HD-DTB (Page 34) 2 HDS at 13 & 23 HD-DTB at 7 metres max

> 9m 3 HDS + HD-DTB (Page 34) 3 HDS at 14, 12 & 34 HD-DTB at 6 metres max

Length of roof slopeBetween additional Purlin Bracing

StrutCondition at bottom of roofslope at eaves or valley

STRUT REQUIREMENTS TOLOWER PURLINS.

Purlin SpanAll purlinsystems

Cladding TypeRoof SlopeRange ofroof slopedeterminingbracingrequirements

>45- 30- 30-

TILED ROOF CONSTRUCTION


UltraZEDUltraBEAM

Roof21

ChannelCleat fixed withself-tapping screws. (Supplied by others).Alternative 45 x 45 angle fixed tostandard gauge line holes

Angle Tie (by others)

45 x 45 angle fixed to standardgauge line holes

Timber Jack Rafters

Timber Jack Rafters

UltraZED PURLINS FORTILED ROOFS

The rigid character and inherent strength to weight ratioof UltraZED Purlins make them eminently suitable forcost effective inclusion in tiled roof construction which isoften found in high status structures such as Schools,Hospitals and Retail developments.

TILES OVER STEEL DECK

Tiles and timber battens together with steel deckingscrew fixed to the Purlins affords a roof diaphragmwhich requires only the use of our push fit Purlin Ties(see page 17) on roof slopes up to 25 or SRS TypeStruts over 25 as follows.

< = 251 number Purlin Tie < 6.1m span2 number Purlin Ties > 6.1m - < 9m span(13 and 23 span)> 25 < 651 number SRS Type Strut < 6.1m span2 number SRS Type Struts > 6.1m - < 9m span(13 and 23 span)

TILES OVER STEEL DECKPURLIN SELECTION

We recommend the use of our computer software toselect the optimum UltraZED section. However thepublished load tables may be used for this type of roofconstruction up to 20 roof slope.

Key:

< Less than

Greater than

600mm ma

x.

TILES OVER STEEL DECKCONDITION AT EAVES

The first Purlin must be :-1. Braced against a suitable structural Eaves Beam

member(> 30 NOT COLD ROLLED SECTION).or

2. Diagonal Purlin Brace assemblies should befitted between the first and second rows of Purlins, see page 16 for Strut and Bracing requirements at Eaves.

ADDITIONAL DIAGONAL BRACING

In both of the above cases additional Diagonal PurlinBrace Assemblies should be included so that themaximum length of roof between bracing does notexceed 15 metres.


UltraZEDUltraBEAM

Roof22

TIMBER JACK RAFTERS FIXED DIRECTLY TO UltraZED PURLINS

TILED ROOF CONSTRUCTION

STRUT TYPESIn addition to the proceeding requirements SRS TypeStruts are required between Purlins at maximum Strutlength of 2000mm.

PURLIN DESIGNPurlin selection should be made using UltraPRO. DesignSoftware or alternatively by consultation with ourtechnical department.

Providing the maximum length of unrestrained Purlinbetween Struts does not exceed 2 metres the publishedload tables may be used. It is recommended that deflectionis checked to ensure that it does not exceed SPAN/300under maximum design load.

ROOF SLOPES > 30 AND MANSARD/MONO-PITCH - TIMBER JACK RAFTERS

The abnormal forces imposed upon roof Purlins by this method of Tiled Roof Construction requires special consideration and demands that adequate restraining methods are employed

EAVES CONDITION

1. STRUCTURAL EAVES MEMBER(NOT COLD ROLLED SECTION)

At the bottom of the roof slope a Heavy Duty Eaves Brace as detailed in Fig. 2. should be fitted betweenthe structural eaves member and the first Purlin.

2. COLD ROLLED EAVES BEAMAt the bottom of the roof slope the Eaves Beam mustbe connected to the first Purlin by an Eaves Brace asdetailed on page 49. Between the first and secondrows of Purlins, Diagonal Purlin Brace Assemblies should be incorporated in conjunctionwith SRS Type Struts.

3. NO EAVES MEMBERAt the bottom of the roof slope between the first andsecond row of Purlins, Diagonal Purlin BraceAssemblies should be fitted in conjunction with SRS Type Struts.

ADDITIONAL BRACINGREQUIREMENTSOn long roof slopes in all of the proceeding cases 1 to 3,additional Diagonal Purlin Brace Assemblies are requiredso that the distance between bracing methods does notexceed 6 metres.

EAVES CONDITION

1. STRUCTURAL EAVES MEMBER(NOT COLD ROLLED SECTION)

At the bottom of the roof slope a Heavy Duty EavesBrace, as shown in Fig.2. or similar (by others),should be fitted between the structural Eaves Memberand the first Purlin.

2. NO EAVES MEMBERAt the bottom of the roof slope between the first andsecond row of Purlins Heavy Duty Diagonal Tie Bar(HD-DTB) assemblies and Heavy Duty Type Struts(HDS) should be fitted.

ADDITIONAL BRACINGREQUIREMENTSOn long roof slopes in the proceeding cases 1 and 2,additional Heavy Duty Tie Bar (HD-DTB) assemblies arerequired so that the distance between bracing methodsdoes not exceed 3.6 metres.

STRUT TYPESWhen used in conjunction with Heavy Duty Diagonal TieBar assemblies - Heavy Duty Type Struts must be used.The SRS Type Strut may be utilised throughout theremainder of the roof construction. Maximum length ofStrut for roof slopes over 30 is 1800mm.

PURLIN DESIGNIn most cases of tiled roof design the Purlin section issubjected to high down slope loads causing bi-axialloading to the section.

Purlin selection should be made using UltraPRO. DesignSoftware or by consultation with our technical department.

ALL ROOF SLOPES TIMBER JACK RAFTERS

RAFTER CONDITION AT ROOF APEX

Timber Jack Rafters must be securely fastenedtogether over the Roof Apex so that any propensity forloaded rafters to pull apart at the apex is resisted.

APEX CONNECTION FOR PURLINS

Purlins must be tied together over the apex using an ApexStrut as shown in Fig.1. and positioned so that the topPurlins are no more than 600mm from the apex.

CLEATS

Stiffened Rafter Cleats should be used on all roof slopesover 30.For slopes under 30 Standard/Heavy Duty Cleats shouldbe checked for suitability of use.

Fig. 1. APEX STRUT

UltraBEAM section strut

C Sectio

n Strut

Fig. 2. HEAVY DUTYEAVES BRACE

ROOF SLOPES < = 30 - TIMBER JACK RAFTERS


UltraZEDUltraBEAM

Roof GABLE END, CANTILEVER AND CLEADER ANGLE23

X X

V

t

X

Dim.A

VDim. A

U

24mm

24mm

CANTILEVER DETAILS

It is possible to cantilever UltraZED Purlins over the gable frame to form a canopy detail providing the following design criteria is adhered to:-

Purlins should be installed in one continuous length encompassing the penultimate and/or the end bay together with the required overhang and the sheeting must provide full lateral restraint tothe Purlin section.

It is necessary for the cantilever ends of the Purlin to be restrained against rotation and movement, this is achieved by:-

1. Fixing Cleader Angle to the top and bottom flanges at the end of the overhang and over the apex.OR

2. Where the cladding does not require cleader a SRS Type Strut should be fitted between Purlins at the end of the overhang and tied over theapex.

In both cases if the roof slope exceeds 30 or is of mono-pitchconstruction a Diagonal Purlin Brace assembly should be used toprohibit down slope movement.

DEFLECTION

The published load tables limit deflection to not more than SPAN/180.As a consequence the cantilever deflection should also reflect thislimitation. The overhang length therefore should be no more than 25%of its backing span, alternatively use UltraPRO. Design Software.

For other design cases or heavy loads such as Tiled Roofconstruction we recommend consultation with our technical department.

SECTION Dim. A

145 300

170 350

200 425

225 490

255 550

285 575

GABLE END DETAILS

The drawings below illustrate standard Gable end terminations.

FUTURE EXTENSION - SLEEVE ENDSFUTURE EXTENSION - SLEEVE & STUB PURLIN

TO SUIT REQUIREMENTS MAX.OVERHANG A

TO SUIT REQUIREMENTS

3030

PERMANENT GABLE OVERHANG

Cleader Angle

CANTILEVER DETAILAND COMPONENTS (see text).TO CHECK CANTILEVER DESIGN USE UltraPRO.DESIGN SOFTWARE

orSRSType Strut

Dim. A (mm) t (mm) WEIGHT kg/m lxx/lyy cm4 lvv cm4 luu cm4 Zxx/Zyy cm3

45 2.0 1.35 3.43 1.44 5.52 2.65

70 1.6 1.73 11.01 4.34 17.68 5.38

70 2.5 2.70 16.86 6.63 27.09 8.40

CLEADER ANGLE

Our Cleader Rail is a pre-galvanised cold roll-formedSteel Angle Section offered in three section options inlengths up to 6 metres. We will cut to length and pierceto customers requirements.

Cleader Angle can be fitted to either top or bottom Purlinflanges by using M12 dia. bolts.

DIAGONAL PURLIN BRACE ASSEMBLYDIAGONAL PURLIN BRACE ASSEMBLY


UltraZEDUltraBEAM

24

SYSTEMS, CONNECTIONS AND APPLICATIONS

25 Wal l Construct ion

UltraZEDUltraBEAM

SIDE25

DOUBLE SPANNING BUTTJOINTED RAIL SYSTEM

When building designs allow the use ofuninterrupted Rail lengths then this system is preferredbecause it offers the opportunity of achieving costsavings. Deflection performance of the Side Rail isoptimum.

NO SLEEVES ARE REQUIRED(except at alternative joints on the penultimate columns)

SLEEVED SIDE RAIL SYSTEM

The carrying capability of this system exceeds that ofthe other systems offered, and can be used to carrystandard cladding materials.

It is possible to accommodate architecturalrequirements which vary the distance between the faceof columns and cladding.

NON-CONTINUOUS SIDERAIL SYSTEM

This system is normally used for short spans and/orwhen the specified column face to cladding distance isless than that possible with the other systems.

It has the ability to accommodate flush or recessedsheeting lines.

SIDE RAIL SYSTEMS FORHORIZONTALLY LAID CLADDING

UltraBEAM offers a number of standard systems whichare able to accommodate most types of horizontalcladding systems including Composite Panels.

SUITABLE FOR HORIZONTAL LAID SHEETING ANDCOMPOSITE PANELS.

VERTICAL PANEL JOINT CONNECTIONPANEL CONNECTING RAIL - PCR

PERFORMANCE

The construction is able to meet the minimumrequirements of the Building Regulations forNon-Load Bearing Walls. BS 476: Part 22.

INSULATION - 17 minutesINTEGRITY - 245 minutes

ALL HOLES IN UltraBEAM/UltraZEDSIDE RAILS ARE14mm Dia. FOR M12 BOLTS.

All dimensions in mm.Drawings not to scale.

GALVANISED FW CLEAT


UltraZEDUltraBEAM

Side26

Fire certification Warrington Fire Research No. C53204

Slotted Cleats are NOTrequired at mid-span

66

FIREWALL SYSTEM (UP TO 4 HOURS PROTECTION)

30 40

22 MAX.

GENERAL NOTES

The system has been designed for use in alocation 1 metre or more from a boundarywhere fire containment of up to 4 hours isrequired.Hadley Rolled Products Limited FirewallSystem requires the use of slotted holes.Alternatively check with cladding manufactureron their requirements to achieve satisfactorysystem performance

M12 Bolt & Nut Steel Washer

CombustibleWasher

Rail

CleatwithSlottedHoles

Steel Washer

4 No. SlottedHoles 50 x 14mmwith 14mmspacebetweenslots.

HOLE DETAILS INSLEEVED SYSTEM

FIREWALL SHEETING RAILDETAILS

During a fire the outer Cladding Sheet acts as adiaphragm tied back to the columns through anEaves Beam (or similar structural member) andbottom Sheeting Rail. Excessive bowing due toexpansion is minimised by the following:-

1. All bottom Sheeting Rails must be single spanning although special Sleeves may be introduced to provide continuity for structural considerations.

2. All UltraBEAM/ZED Rails are separatedby a 40mm gap to allow for expansion.

3. Special Slotted Cleats to cater for Rail expansion and the additional clearance between Rail joints.

4. All Fixing Bolts should be fitted with a Combustible Washer, which under fire conditions will soften, allowing Rails to expand.

5. GABLE ENDSA structural member acting similar to an eaves beam is required to support the cladding diaphragm in the event of fire.

20 20

FIREWALL SLEEVE DIMENSIONS FIREWALL CLEAT DIMENSIONS

C

70

B

66

150

14

D

END HOLE DETAILS IN UltraBEAM/UltraZED RAIL

3030 b b30

30b

b b6446 46

a

b30

40

30

Column centres Column centres Column centres

SECTION Dim. Dim.a b

145 630 237

170 730 287

200 880 362

225 1010 427

255 1130 487

285 1180 512

REF. Dim. Dim. Dim. Dim.A B C D

FW145 119 37 60 6

FW170 144 62 60 6

FW200 154 50 82 8

FW225 179 75 82 8

FW255 209 105 82 8

FW285 239 135 82 10

Standard UltraBEAM/ZED Side Rail DTWand Strut System.

All bottom Rails to be single span.(Joints may be staggered as normal system after bottom row)

All Sheeting Rails must be connected viaSlotted Cleats at end.

2000mmMax.

In the event of fire the Eaves Beam supports Cladding and MUST BE FIRE PROTECTED.< = 2 hours fire protection - Cold Rolled Eaves Beam may be used.> 2 hours fire protection - Hot Rolled Eaves Member only.

A

Double SpanSingle Span

Height of wallgoverned by loadcarrying capacityof supportingmembers

CORNER AND COLUMN FILLER PIECES

N.B. CF70 is only suitable for use with screw fixed cladding, consult Hadley Rolled Products Limited., if other fixing methods are employed.NOTE: Corner Filler Pieces available upon request.

22

22

10

20

10

A = 55mm (*Wide flange to sheeting)145 and 170 Series

orA = 76mm (*Wide flange to sheeting)

200 - 285 Series

B = Cladding Face DimensionsLess 24mm. min. dimension 51mmUsing CF70 Filler Piece

C = Cladding Face DimensionsLess 55mm (*Wide flange to sheeting)145 and 170 Series

orC = Less 76mm (*Wide flange to sheeting)

200 - 285 Series

* Applicable to UltraZED only.

20

22 C

20

1040

40

*

40

40

2470

22 B

20

14mm Dia.

max.22

To suit sectiongauge line

To suitsectiongaugeline

To suit sectiongauge line

To suit column face dimension

To suit section

22

20

20 2070

14

64

20

max. 22

A

B

20

22

22 20 3010

B

B

10

40

A

* Overall length of Rail = column centre distanceLESS half column width each end

LESS 20mm.


UltraZEDUltraBEAM

SIDE27

SIDE RAIL FIREWALL

22 B


UltraZEDUltraBEAM

Side28

UltraZED HOLE CONFIGURATIONS

237 237

287287

362

427427

487 487

512512

362

237

67.5

61.5

67.5

61.5

76.0

71.0

71.0

71.0

71.0

76.0

76.0

76.0

66

66

66

66

66

66

287

237

362

427

487

30 30

287

362

427

487

30 30

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3 3

Extensive research and development went into thesleeve design, ensuring correct behaviour under allload conditions whilst remaining simple in use.

Tests proved that the sleeve profile, section lengths andhole configuration employed in the final design, satisfythese parameters fully.

Sleeves are required at every joint on the penultimatecolumn and alternate joints thereafter. Sections can besupplied as double spanning lengths if required.

STANDARD HOLE DETAILS - SLEEVED SIDE RAIL SYSTEM. ALL HOLES ARE 14mm DIAMETER FOR M12 BOLTSWe recommend that all bolts and washers are plated or galvanised against corrosion.

145

170

200

225

255

285

553753

145

556253

170

765074

200

76

75

74

225

76

105

74

255

76

135

74

533755

536255

745076

74

75

76

74

105

76

74

135

76

285

OVERALL LENGTH OF SINGLE SPANNING RAILS EQUALS THE SPAN LESS 6mm

SLEEVED SYSTEM

512512

600

700

850

980

1150

1100


UltraZEDUltraBEAM

Side29

HOLE CONFIGURATIONS UltraZED


NON - CONTINUOUS

145553753

170556253

200765074

225

76

75

74

255

76

105

74

76

135

74

22 max.3760 min.

22 max.6260 min.

22 max.50

82 min.

22 max.75

82 min.

22 max.

105

82 min.

22 max.

135

82 min.

285

145553753

170556253

200765074

225

76

75

74

255

76

105

74

76

135

74

285

66 66

66

3 3

30 30

30 30

30 30

30 30

LENGTH OF RAIL = SPAN + SPAN LESS 6mm

145

170

200

225

255

285

145

170

200

225

255

285

t = 6mm

t = 6mm

t = 8mm

t = 8mm

t = 8mm

t = 10mm

66

22 max.3760 min.

22 max.6260 min.

22 max.50

82 min.

22 max.75

82 min.

22 max.

105

82 min.

22 max.

135

82 min.

66

t = 6mm

t = 6mm

t = 8mm

t = 8mm

t = 8mm

t = 10mm

66


SPAN SPAN

UltraBEAM HOLE CONFIGURATIONS30

63 63 63 75 7563

35

40

201

171

146

STAN

DARD

HOL

E DE

TAIL

S -

SLEE

VED

PURL

IN S

YSTE

MAL

L HO

LES

ARE

14m

m D

IAM

ETER

FOR

M12

BOL

TSW

e re

com

men

d th

at all

bol

ts an

d wa

sher

s ar

e pl

ated

or g

alvan

ised

again

st co

rrosio

n.

1150

1100

980

850

700

600

66

66

66

66

66 66

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

3030

33

145

145C

S

170C

S

200C

S

225C

S

255C

S

285C

S

170

200

225

255

285

54 37 54 54 62 54 75 50 75 75 75 75 75 105 75 75 135 75

56 37 56

56.5 62

56.5 78 50 78 78 75 78 78

105 78

78.5

135

78.5

OVER

ALL

LENG

TH O

F RA

ILEQ

UALS

THE

SPA

N LE

SS 6

mm

IN E

VERY

CAS

E

SLEEVED SYSTEM

45

52 57

286

SLE

EV

E W

IDTH

IN

TER

NA

L D

IM.

256

226

FOR

STAN

DARD

CLE

ATS

SEE

PAGE

32

SLEE

VE H

OLES

MAY

BE

COUN

TER

FORM

ED IF

REQ

UIRE

D


UltraZEDUltraBEAM

Side30

145

170

200

225

255

285

287

237

362

427

487

512

237

237

287

287 36

2

427

427 48

748

7 512

512

362

237 28

7 362 42

7 487 51

2


UltraZEDUltraBEAM

Side HOLE CONFIGURATIONS UltraBEAM31

66


NON - CONTINUOUS

145543754

170546254

200755075

225

75

75

75

255

75

105

75

75

135

75

22 3760 min.

22 6260 min.

22 50

82 min.

22 75

82 min.

22

105

82 min.

22

135

82 min.

285

145543754

170546254

200755075

225

75

75

75

255

75

105

75

75

135

75

285

66 66

66

3 3

30 30

30 30

30 30

30 30

SPAN

LENGTH OF RAIL = SPAN + SPAN LESS 6mm

SPAN

145

170

200

225

255

285

145

170

200

225

255

285

t = 6mm

t = 6mm

t = 8mm

t = 8mm

t = 8mm

t = 10mm

120

22 3760 min.

22 6260 min.

22 50

82 min.

22 75

82 min.

22

105

82 min.

22

135

82 min.

66

t = 6mm

t = 6mm

t = 8mm

t = 8mm

t = 8mm

t = 10mm

66



UltraZEDUltraBEAM

Side32

COLUMN CLEATS AND RESTRAINTS

Column Cleats are common components for bothUltraBEAM and UltraZED Side Rails.

CW SERIES CLEATS are mill finish for welding on tosteelwork.

CB SERIES CLEATS are galvanised finish and aresupplied with a fabricated base containing 2 No.18mmholes for mechanical fixing.

For those wishing to fabricate their own cleats wewould point out that the material thickness should be atleast that specified for our standard cleats and in caseswhere heavy cladding material is specified and/orextended Cleats are required they should be checkedfor suitability of purpose and reinforced if required.Care must be exercised to ensure that dimension A isnot exceeded otherwise the web stiffening element ofUltraZED sections will foul the Cleat.

Dim. A t WEIGHT lxx/lyy lvv luu Zxx/Zyy(mm) (mm) kg/m cm4 cm4 cm4 cm3

45 2.0 1.35 3.43 1.44 5.52 2.65

X X

V

t

X

Dim.A

VDim. A

U

U

45

4520

30

OverallLength

COLUMN CLEATS

COLUMN RESTRAINTS



A A = max. 22mm (see text)

CW145

CW170

2766

27

60min.

60min.

CW200

CW225

CB225

CB170

CB145

CB200

120

22

37119

66

6 No. 14mm Dia. holes inCleat face

2 No. 18mm Dia. holes inCleat base

3040

6

6

8

22

22

50

22

50

15482

min

22

75

82min

62

179




CW255

CB255

8

22

105

82min

209

22

135

82min

239

10


144

CW285

CB285

8

20

4. Strut and Tie Assembly for close Rail spacing condition.3. Span >10m Screw Fixed Cladding. (>7.6m Cement Fibre Cladding)

2. Span >6.1m-5m-6.1 - < = 7.5 255 - 285 SRS 2000 DTW-SRS 10 mtrs>7.5 145 - 225 SRS 2000 DTW-SRS 15 mtrs>7.5 255 - 285 HDS (With HD-DTB Assembly) 2500 HD-DTB 15 mtrs

SRS MAX 2000mm elsewhere SRS 2000 N/A N/A

CLADDING WEIGHT > 0.12kN/m2 - < = 0.2kN/m2 - screw fixed cladding< = 6.1 145 - 225 SRS 2000 DTW-SRS 10 mtrs< = 6.1 255 - 285 HDS (With HD-DTB Assembly) 2000 HD-DTB 10 mtrs

SRS MAX 2000mm elsewhere SRS 2000 N/A N/A>6.1 - < = 7.5 145 - 225 SRS 2000 DTW-SRS 10 mtrs>6.1 - < = 7.5 255 - 285 HDS (With HD-DTB Assembly) 2500 HD-DTB 15 mtrs

SRS MAX 2000mm elsewhere SRS 2000 N/A N/A>7.5 145 - 285 HDS (With HD-DTB Assembly) 2500 HD-DTB 15 mtrs

SRS MAX 2000mm elsewhere SRS 2000 N/A N/A

CLADDING WEIGHT > 0.2kN/m2 - < = 0.5kN/m2 - screw fixed claddingALL SPANS 145 - 285 HDS THROUGHOUT 2500 HD-DTB Contact Tech Dept.

NB Diagonal Tie Assemblies act as supports to ensurerails remain level prior to and during sheeting. Railsadjacent to the Diagonal Tie Assemblies must belevelled PRIOR to installation of remaining rails.UNDER NO CIRCUMSTANCES SHOULDDIAGONAL TIE ASSEMBLIES BE USED TOJACK UP RAILS AFTER INSTALLATION.Rails should be propped first and Diagonal TieAssemblies tightened to MAINTAIN level.T


UltraZEDUltraBEAM

Side34

RAIL ASSEMBLIES

SIDE RAIL SUPPORT HANGER ASSEMBLY

Side Rail Systems may be supported from our Eaves Beam by utilising a Side RailSupport Hanger as detailed opposite and on page 48.

The Hanger Assembly is suitable for 145 - 200 Series Side Rails within thefollowing constraints:-

Screw Fixed Cladding maximum weight 0.12 kN/m2

Maximum height of Cladding without Web Stiffener Cleat = 6 metres.

Maximum height of Cladding with Web Stiffener Cleat = 10 metres.

Female

145 - 200SERIESUltraBEAMUltraZED

Cladding Face

Standard GaugeLine Holes (Pairs)

Male

TypeT

30mm STD

TypeF

TypeM

Diagonal Tie WireAssembly for Tubularstruts. DTW-TS

Through holenearest toCladding face

DTW-TS

Strut WasherStrut Washer

Strut Washer x 2M12

For connection to RailCleat see page 35(DTW-SRS)

Max.1800mm

Rail Centres

Where counter formed holes are required the TubularStrut should be substituted with an SRS Type Strut asoutlined below.

Strut washers need to be fitted either side of the Railsection. When fitting DTW assemblies omit Strut washer.

DTW assemblies pairs are fitted one on top of the otherbetween Strut and Rail.

No adjustment of Strut length is necessary for DTWassembly inclusion.

UltraBEAM Eaves Beam

Web Stiffener Cleat

Standard Eaves Brace

Top Bracket

Type T Strut

UltraBEAM/ZED 145-200 Series

Counter Formed Holes

M12 x 25mm Bolt

SIDE RAIL SUPPORTHANGER ASSEMBLY

Packer Plate

TUBULAR STRUTS

DIAGONAL TIE WIRE ASSEMBLY (DTW-TS)

Our Tubular Strut offers significant savings in bothsite time and component cost. The Struts connecttogether via male and female threaded fasteners,therefore eliminating separate fixing boltassemblies.

Tubular Struts may be used in lieu of our Side RailSupport Struts for 145 to 200 seriesUltraBEAM/ZED Rails up to 1800mm Rail centresproviding the cladding weight is not greater than0.12 kN/m2 and is screw fixed to provide fullrestraint.

Struts are fitted nearest to the cladding face throughone of a pair of holes punched on the standardgauge line.

Struts may be used in compression or tensionproviding the maximum vertical distance betweenTie Wire pairs does not exceed 8 metres when Strutis in compression or 10 metres in tension.

It is recommended (but not essential) that Strutsare erected male end uppermost with a standardM12 bolt fitted through the lower Rail.

Turnbuckle

Adjustment

Single TieWire detail

Double TieWire detail


UltraZEDUltraBEAM

Side DIAGONAL TIE WIRES-DTW-SRS, SIDE RAIL SUPPORT STRUT-SRS35

SIDE RAIL SUPPORT (SRS)

Where Rail design parameters prohibit the use ofTubular Struts (see table on Page 33) our Side RailSupport Strut Type SRS should be used. Struts forUltraZED and UltraBEAM Rails are manufactured frompre-galvanised cold roll-formed Angle Sections withlike Section End Cleats.

SRS STRUT

DTW-SRS

All SRS Struts are punched both ends forDiagonal Tie Assemblies

DTW-2E(STRUT TO STRUT

IF REQUIRED)

A

DTW-SRS

M12CAPTIVEBOLT

VIEW ON A45

45

45

4545

45

ADJUSTMENT

ADJUSTMENT

SINGLE STRUT PER BAY

TWO OR MORE STRUTS PER BAY

30 - 65

All SRS Type Struts are punched at both ends forDiagonal Tie assemblies.

No alteration of strut length is required other than whenused in conjunction with counter formed holes.

For counter formed holes reduce length of strut by 5mm.

For ordering details see Standard Order Forms.

NB: Where single Diagonal Tie Assemblyconnects to a SRS, the end cleat of strut shouldbe adjacent to Diagonal Tie Assembly asshown in photograph.

This will help to prevent detachment of thecleat from the strut under any excessive peelload imparted by the Diagonal Tie Assembly.

NB: Where single Diagonal Tie Assemblyconnects to a SRS, the end cleat of strut shouldbe adjacent to Diagonal Tie Assembly asshown in photograph.

This will help to prevent detachment of thecleat from the strut under any excessive peelload imparted by the Diagonal Tie Assembly.

36Wal l Construct ion

UltraZEDUltraBEAM

Side36

HOR. RAIL VERT. STRUT STRUT REF.

145 70 x 70 Angle HDS145

170 145 UltraBEAM HDS170





HEAVY DUTY DIAGONAL TIE BARS - HD-DTB,HEAVY DUTY STRUTS - HDS

HEAVY DUTY STRUTS HDS

Heavy Duty Struts may be used for all UltraZED andUltraBEAM sections to fulfil design parameters notcatered for by the SRS Strut Type. Such applicationsinclude Clip Fixed Cladding, supports underwindow openings and where cladding weightsexceed 0.3KN/m2.

HEAVY DUTY DIAGONAL TIEBAR (HD-DTB)

Our Heavy Duty Tie Bar System is designed to offer asolution to those design parameters which cannot besatisfied by the DTW Type.HD-DTB assemblies are used extensively where highsupport loads are encountered and where the supportsystem is an integral part of the finished structure - aswith cladding types affording no positive restraint andTiled Roofs.

The HD - DTB assemblies are accurately manufacturedfrom pre-finished materials that ensure reliability inuse.

All HDS Type Struts are punched at both ends forDiagonal Tie assemblies. No special attention isrequired to altering the length of struts other than whenused in conjunction with counter formed holes.

For counter formed holes reduce length of strut by5mm.

For ordering details see Standard Order Forms.

ANGLE BRACKET AB1

ALTERNATIVEHD-DTBFITTEDDIRECTLYTO STEEL WORKVIA14 HOLE.

45 x 45ADJUSTMENT

HDS STRUTHD-DTB

HDS STRUT

HD-DTB

HD-DTB

SINGLE STRUT PER BAY

TWO OR MORE STRUTS PER BAY

ANGLE BRACKET AB1

ANGLE BRACKET AB1

30 - 65

NOTE:CONSTRUCTION/DETAILS

To ensure correct selection of Diagonal TieAssemblies during construction of Side Rail Systemall HDS Struts and VR Rails should be orientated asdetailed above.

ie:- Open side of vertical section to left when viewedfrom outside of building.

All HDS Struts are punched bothends for Diagonal Tie Assemblies

All HDS Struts are punched both ends for Diagonal Tie Assemblies

HORIZONTAL CLADDING INSET SYSTEM ANDVERTICAL RAIL SYSTEM

VR SERIES VERTICAL RAILS

Vertical Rails for use with Horizontally Laid CladdingSystems are fitted between Horizontal Side Rails asdetailed. The standard Vertical Rail is 145 SeriesUltraBEAM. Connecting holes in horizontal rails arepunched at centre line position of vertical rail and due tothe unique method of attaching diagonal tie assemblies:-

No handing or length adjustment of the vertical rail isnecessary.When used with counter formed holes reduce VR by5mm.

Vertical Rails are normally supplied asfactory assembled items, but cleatsand rails may be ordered for on-siteassembly if required.

Diagonal Tie AssemblyHD-DTB

UltraZED orUltraBEAMHorizontal Rail

Vertical Rails

VRSC

VREB

VRLC

HORIZONTAL CLADDING

The details shown offer a simple method ofconstruction which incorporates UltraZED &UltraBEAM Horizontal Rails with 145 series UltraBEAMVertical Rail Assemblies.

Horizontal Rail capacities should be taken from thepublished load tables using the Wind Suction (-ve)values for both Wind Pressure and Suction.

NB: VRLC and VRSC Cleats are suitablefor use with UltraZED & UltraBEAMHorizontal Rails and both profiles maybe incorporated within the same eleva-tion if required. Please note thatcounter-formed holes are only availablein UltraBEAM sections.

ANGLEBRACKETAB1

45 x 45 ANGLEADJUSTMENT

VERTICALRAIL

HD-DTB

VERTICAL RAIL/DIAGONAL TIE ASSEMBLIES MAXIMUM UNRESTRAINED LENGTH OF HORIZONTAL RAIL = 3050mm(SEE ALSO HEAVY DUTY STRUTS FOR FULL DIAGONAL TIE ASSEMBLY DETAILS)

NOTE: CONSTRUCTION/DETAILS

To ensure correctselection ofDiagonal Tie Assemblies duringconstruction ofSide Rail Systemall HDS Strutsand VR Railsshould beorientated asdetailed above.ie:- Open side ofvertical section toleft when viewed from outside of building.

30 - 65

UltraZEDUltraBEAM

Side37


Eaves Beam

VR14563

VREBCleat

33

t = 3mm

14mm

110

37

=

=

60

3034.5

106.5100 61 50

HORIZONTAL CLADDING INSET SYSTEM ANDVERTICAL RAIL SYSTEM

VERTICAL RAIL EAVES BEAM CONNECTION

VERTICAL RAIL INSET SYSTEM

145 UltraBEAM SERIES VR ASSEMBLY** or *** Denotes section gauge dependant on selection taken from relevant load tables.

VRSC (Short)Cleat

VRLC (Long)Cleat

UltraZED orUltraBEAMHorizontal Rail

14563 SeriesUltraBEAM

31.5

31.5

CL

UltraZED or UltraBEAMHorizontal Rail

VERTICALRAIL

Std. 14 Holesfor Diagonal TieAttachment and/oron-site assembly

Counterform

depth5mm

15mm30mm

30mm

120mm

45mm

Dim B

COUNTER FORMED HOLE DETAILUltraBEAM Only

120mm

Dim Aor B

Dim A

HOR. VERT. Dim A Dim B SHORT LONGRAIL RAIL (mm) (mm) CLEAT CLEAT

UB14563** VR145/145 27 32 VRSC145 VRLC145

UZ145*** VR145/145 22.5 NA NA VRLC145

UB17063** VR145/170 27 32 VRSC170 VRLC170

UZ170*** VR145/170 22.5 NA VRSC170 VRLC170

UB20063** VR145/200 27 32 VRSC200 VRLC200

UZ200*** VR145/200 14 NA VRSC200 VRLC200

UB22563** VR145/225 27 32 VRSC225 VRLC225

UZ225*** VR145/225 14 NA VRSC225 VRLC225

UB25575** VR145/255 15 20 VRSC255 VRLC255

UZ255*** VR145/255 14 NA VRSC255 VRLC255

UB28575** VR145/285 15 20 VRSC285 VRLC285

UZ285*** VR145/285 14 NA VRSC285 VRLC285

VERTICAL RAILS ARE SUPPLIED AS FACTORYASSEMBLED ITEMS UNLESS ORDEREDOTHERWISE.

NB. VRSC145 NOT AVAILABLE WITH UltraZEDHORIZONTAL RAIL - USE VRLC BOTH END S.

The VREB (Vertical Rail to Eaves Beam) connecting cleat utilisesslotted vertical holes to facilitate vertical adjustment of thehorizontal rails via the Heavy Duty Diagonal Tie Bar system.

VREB cleats are not designed to support the VR System from a coldroll-formed Eaves Beam.

The bolts connecting the VR to the VREB cleat should be fullytightened after final adjustment and levelling of the horizontal rails.

Diagonal Tie Assemblies act as supports to ensure rails remain levelprior to and during sheeting. Rails adjacent to the Diagonal TieAssemblies must be levelled PRIOR to installation of the remainingrails. UNDER NO CIRCUMSTANCES SHOULDDIAGONAL TIE ASSEMBLIES BE USED TO JACK UP RAILS AFTERINSTALLATION. Rails should be propped first and Diagonal TieAssemblies tightened to MAINTAIN level.

VREB Cleats are symetrical and therefore the Vertical Rail may beorientated either way.

VREB CLEATS ARE SUPPLIED FACTORYASSEMBLED UNLESS ORDERED OTHERWISE.

UltraZEDUltraBEAM

Side38


NB. When connecting top vertical rail section (VR, PCR or PCS-VR) to an eaves member the top cleat connection should be vertically slotted to allow forfinal horizontal rail adjustment.

PCR VR PCR

PCS-VR VRPCS-VRVRPCS-VRPCR PCR

VRPCR PCR

Maximum unrestrained length of horizontal rail 3.05 metres.

Fig.2

Fig.4

Fig.1

Fig.3

TYPICAL ARRANGEMENTS

VIEW ONPLAN

VIEW ONPLAN

VIEW ONPLAN

VIEW ONPLAN

HORIZONTAL PANEL CLADDING SYSTEM ANDPANEL CONNECTING RAIL - PCRPANEL CONNECTING STRUT - PCS-VRN.B. CLADDING DETAILS VARY ACCORDING TO MANUFACTURER AND SYSTEM.CLADDING RAIL SYSTEMS SHOWN ARE FOR GENERAL GUIDANCE ONLY.USERS ARE ADVISED TO CHECK THE REQUIREMENTS OF THE PROPOSED CLADDING SYSTEM WITH THE CLADDING MANUFACTURER.

Horizontally laid Cladding Panels require specialconsideration, particularly at the vertical interface. Oursolution is simple, flexible, cost effective and may beused without compromising the design and layout ofthe main structural framework.

Where Cladding detail requires a widefixing face our Panel Connecting Rail (PCR) or PanelConnecting Strut (PCS-VR) should be utilised. ThePCR consists of an UltraBEAM section presented Weboutward and connected via the section flanges toensure a flush cladding face.

The PCS-VR is a compound Vertical Rail/Channelassembly which should be used in lieu of a PCR whenthesection is utilised as a side rail support strut carryingcompressive or tensile axial loads, see typical layoutdrawings 1-4 below.

To simplify erection and system detail the PCR andHorizontal Rails connect via a longitudinal two boltconnection spaced to suit the standard 66mm holecentres and therefore may be positioned either at thecolumn face or intermediate positions within the span.

The relatively shallow depth of the PCR section allowsa diagonal tie system to pass behind - thus facilitating

support from the primary structure.For horizontal rail capacity use wind suction value oralternatively use UltraPRO. Design Software.

NB: The maximum unrestrained length of HorizontalRail Section (between supporting VRs, PCRs, PCS-VRsor struts) should be 3.05 metres.

To ensure reliable and sustainable performancethroughout a buildings design life, the typical designfeatures and mass of horizontal panel cladding requiresthe provision of a suitable support structure.Consequently, we recommend only Heavy DutyDiagonal Tie Bar (HD-DTB) assemblies should beutilised in conjunction with horizontal panel cladding.

Maximum cladding height between HD-DTB assemblies.SPAN UP TO 6.1 METRES Max. cladding height 12 metresSPAN UP TO 7.5 METRES Max. cladding height 10 metresSPAN UP TO 10 METRES Max. cladding height 8 metres

HORIZONTAL PANEL CLADDING

TO DETERMINE PCR REQUIREDHori. Rail ctrs. (m) x Vert. Rail ctrs. (m) x Wind Load (kN/m2) = working UDL kN

PCR WORKING CAPACITY = UDL kN BASED ON SPAN/180HORIZONTAL RAIL CENTRES

PCR REF. 1500mm 2000mm 2500mm

PCR 2256314 7.51kN 5.25kN 3.73kNPCR 2256316 8.53kN 5.97kN 4.22kNPCR 2557516 8.81kN 6.49kN 5.41kN

UltraZEDUltraBEAM

Side39


HORIZONTAL PANEL CLADDING SYSTEM ANDPANEL CONNECTING RAIL - PCRPANEL CONNECTING STRUT - PCS-VR

CONNECTIONS & DIMENSIONS AS VR SERIES VERTICAL RAILS

COMPOUND VR+ CHANNEL=

PANEL CONNECTINGSTRUR - PCS-VR

Max. 120 (PCR225)or 150 (PCR255)

225 or 25566

30 30

30

3

3

30

PCR CLEAT FOR COUNTERSUNK HOLES (PCR-CK)

UltraBEAM HOR. RAIL ONLY

Dia A

30

7

63 (225)

75 (255)

PCR-LONGCLEAT

(PCR-CL)

42

FIREWALL VERSION= PCR-CL (or CS) FW

PANELCONNECTING

RAIL

PCR-SHORTCLEAT

(PCR-CS)

PCR225orPCR255

At column face7mm + CleatThickness

30

7

30

63 (225)

75 (255)

FIREWALL VERSION= PCR-CL (or CS) FW

Dim A 120

Hor. Rail. Dim. B

UB145-225 27mmUB225-285 15mmUZ145 & 170 22.5mmUZ200-285 14mm

Eaves Beam

225 or 255 PCR

PCR-EB Cleat(Pair)

33

381 or 411

30

281 or 311

*Dim B + Cleat Thickness

PANEL CONNECTING RAILEAVES BEAM CONNECTION

PANEL CONNECTING STRUT - PCS-VR

PANEL CONNECTING RAIL - PCR

Dim. B Dim. B

Dim. B+5mm

120 120

Eaves Beam LowerFlange Holes onStandard Back Mark.

UltraZEDUltraBEAM

Side40



UltraZEDUltraBEAM

Side41

HORIZONTAL CLADDING OVERSAIL SYSTEM

This system facilitates accurate alignment of the SideRail System and is therefore eminently suitable for lowtolerance cladding types.The Horizontal Rails may be selected from any of thesystems available, including inset single spanning railswhere sheeting depth is restricted. Horizontal Railcapacity should be reduced by 10%. Vertical Rails areconnected to the Horizontal rails via OS Series AngleCleats. Heavy Duty Struts are required in conjunctionwith Heavy Duty Diagonal Tie Bars with SRS TypeStruts being utilised throughout the remaining SideRail System (except for 255 - 285 Series HorizontalRails see note*/**).Where Cladding Panel joint connections require widerVertical Rail fixing flanges three methods may beemployed:-1). Short lengths of section (approx. 200 - 400mm long) are introduced and bolted back-to-back with the Vertical Rail Section at the panel connection positions as shown in

main illustration above.2). Alternatively where panel connection positions are uncertain a Vertical UltraBEAM Rail presented Web outward and connected to the Horizontal Rail using OSF Series Cleats

may be utilised, see Fig. 1.3). A further alternative is shown in Fig. 3. using a Vertical 70 x 70 x 2.5mm Cleader Angle bolted back-to-back with a Vertical UltraBEAM Section.Horizontal/Vertical Rail connecting Cleats are of 70 x 70 x 2.5mm Angle Section with slotted holes in the Horizontal Rail connection to allow sheeting face adjustment of up to 10mm, see Fig. 2. After final Rail alignment Cleat the may be secured with a self-drilling/tapping screw if required.

HORIZONTAL PANEL CLADDING - OVERSAIL SYSTEMN.B. CLADDING DETAILS VARY ACCORDING TO MANUFACTURER AND SYSTEM.

CLADDING RAIL SYSTEMS SHOWN ARE FOR GENERAL GUIDANCE ONLY.USERS ARE ADVISED TO CHECK THE REQUIREMENTS OF THE PROPOSED CLADDING SYSTEM WITH THE CLADDING MANUFACTURER

+10mm -10mm Adjustment

70 x 70 x 2.5OS Cleat


200-400mmApprox.Check CladdingRequirements

24mm

24mm

Strut**

Strut**

For Panel Connection Joints see textbelow, options 1 - 3

Heavy DutyStrut*

Heavy DutyStrut*

HD-DTBHD-DTB

Max. Distance between Strut and Vertical Rail= 300mm

Vertical 145 Series UltraBEAM

Vertical 145 Series UltraBEAM

* Use HD Series Strut in conjunction with Heavy Duty - Diagonal Tie Bar Assemblies.**Use HD Struts throughout for 255 and 285 Series Horizontal Rails.**Use SRS Type Struts elsewhere for 170 - 225 Series Horizontal Rails.

HD-DTB HD-DTB


70 x 70 x 2.5OSF Cleats

Cladding Cladding

Panel Joint Connection option 2 Panel Joint Connection option 3

Cladding

VerticalRail

VerticalRail

FIGURE. 1. FIGURE. 2. FIGURE. 3.

VerticalRail

2 No. SlottedHoles inOS Cleat

Holes on Standard gauge line in Horizontal Rail Series 170 - 285.

70x70x2.5Cleader

Rail

Panel JointConnection

option 1see text below.

VIEW FROMSIDE

VIEW FROMFRONT

+10mm -10mm Adjustment

TOP HAT PROFILE OVERSAIL SYSTEM

TOP HAT PROFILE OVERSAIL SYSTEM

An alternative to the horizontally laid cladding systemsdetailed on pages 37 to 41 is one using top hatprofile sections (by others).

Such a solution may be preferred where vertical railpositions do not approximate with those required toprovide strut support for the horizontal rails or theresponsibility for them falls upon a third party such asthe sheeting contractor.

Strut positions are as detailed on page 33 fig.1 to 3 formetal cladding and should be HDS + HD-DTB and SRSType as illustrated.

Top hat sections are available (by others) in varyingdepths and flange widths for intermediate and panelconnecting applications.

Top hat sections may be screw fixed using self-drilling/tapping screws through UltraZED or UltraBEAMhorizontal rail flanges.

Where accurate alignment of the horizontal rails isnecessary the inclusion of our RibLOK2 cleats(below) should be considered.

For further advice please contact our Technical Dept.

RibLOK2 CLADDING RAIL ALIGNMEN

Documents

Hadley Group Ultrazed and Ultrabeam 63mm System Manual