metsec purlins
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AncillaryItems
Ancillary Items47 Sheeting Posts48 Wind Bracing49 Lightweight Access Walkways50 Services Supports
51 Suspended Ceiling Supports52 Cleats Standard Zed & C-Section53 Sheeting Post Cleats/Side Rail Closers
Side RailSystems
Roof Systems
Eaves Beams
Properties & Applications
Load Tables
Contents
8 Zed Profile Purlin Jointing Arrangements9 Zed Butt Purlin System Layout & Detailing
10-11 Zed Sleeved Purlin System2 Bays and Over - Layout & Detailing
12-13 Heavy End Bay Sleeved Purlin System5 Bays and Over - Layout & Detailing
14 Anti-Sag Rods & Eaves Braces15 Long Roof Slopes, Length > 20m16 Roof Variations17 Tiled Roofs Pitched & Mansard Roofs18 Cantilever Details19 Cleader Angles & Rafter Stays
20 Eaves Beams Dimensions & Properties21 Eaves Beams Fixing Details22 Eaves Beams Gutter Details23 Column Ties
24 C-Section and Zed Side Rail SystemJointing Arrangements
25 C-Section Butt Side Rail System26-27 C-Section Sleeved Side Rail System28-29 C-Section Double Span Side Rail System30-31 Zed Sleeved Side Rail System
32 Zed Butt Side Rail System33 Vertical Cladding Restraint Requirements
34-35 Vertical Cladding Restraint Fixing Details35 Side Rail Supports
36 Horizontal Cladding Arrangements & Restraints37 Horizontal Cladding Panel Support Details38 Horizontal Cladding Alignment
39-41 Horizontal Cladding Panel Joint Rail Options42 Horizontal Cladding Arrangements & Restraints43 Parapet posts44 Window Trimmers45 Doors Posts46 Firewall Restraint System Details
Side Rail Systems
Properties and Applications
Roof Systems
2 Introduction3 Contents4 Zed Section Dimensions & Properties
5 C-Section Dimensions & Properties6-7 Component Applications75 Accreditation and Software
Load Tables54 Introduction To Load Tables
54-57 Zed Purlin Sleeved System - 2 Bays and Over58-62 Zed Purlin Heavy End Bay System
- 5 Bays and Over63-64 Zed Purlin Butt System65-68 Zed & C-Section Sleeved Side Rail System
69-71 Zed & C-Section Butt Side Rail System72 C-Section Wall Restraint Single Span
& Double Span73 Eaves Beams74 Component Weights
Eaves Beams
2-7
8-19
20-23
24-46
47-53
54-74
2
The Metsec Building Shell SolutionI Market leading MetSPEC computer design software.
I Total compatibility of Zed and C-Section ranges.
I Profile heights from 142mm to 342mm and thicknessesfrom 1.3mm to 3.2mm.
I Full range of accessories.
I Drawing office data checks.
I Direct data transfer to rolling lines.
I Computer marking of sections.
I Bar code labelling.
I Quality assured to BS EN ISO 9002:1994.
I Pre-hot dipped galvanized steel, G275 coating,guaranteed yield strength, 390 N/mm2.
Investing in Quality and ServiceBuilding on our reputation as market leaders in the production of clean,
strong profiles, Metsec have made an impressive investment to provide
customers with improved service. A new purpose-built factory, covering
7,000 square metres and housing technologically advanced rolling
mills, has expanded Metsec’s manufacturing capabilities enabling faster
delivery times and the production of even higher quality, tighter
tolerance sections.
To support the significant investment, continued development of
innovative MetSPEC Design Software ensures Metsec Building Products
retains its place at the leading edge of Technical Excellence.
Metsec – Leaders in EDI
Metsec’s vast experience in Electronic Data Interchange hasestablished us as leaders in the field. Data from Metsec’s owndetailing software MetCAM or from specialist 3D draughting systemscan simply be e-mailed to the Metsec Drawing Office for direct issueto production.Metsec EDI means the benefits include reduced time in producingand transferring details. Also, by eliminating a potential source oferrors, improved efficiency and greater customer satisfaction isachieved.
3D modelling systems with Metsec manufacturingdata output include:
StruCAD: 01332-545800X-Steel: 0113-3071200
SECTION Lt Lb E FDepth mm mm mm mm mm
142-262 19 21 44 42
302-342 20 22 55 52
The Section reference of a Zed Profile 342mm deep
and 3.2mm thick = 342 Z 32 The first 3 digits of
the section reference indicate the depth of the section
in millimetres (ie 342 equals 342mm deep).
The fourth digit is a letter that signifies the profile
type (ie Z for Zed Profile). The last two digits indicate
the material thickness (ie 32 equals 3.2mm).
SLEEVES
The sleeve reference is the same as the Purlin it is
being used in conjunction with, except that it is
prefixed with an ‘S’ for a standard sleeve and ‘HS’
for a heavy end bay sleeve
ie PS 342 Z 32 - Standard 342 Z 32 sleeve.
HEBS 342 Z 32 - Heavy End Bay 342 Z 32 sleeve.
Zed Section Dimensions and Properties
Zed
Sect
ion
Dim
ensi
ons
and
Prop
ertie
s
NOMINAL DIMENSIONSSECTION WEIGHT AREA DEPTH TOP BOTTOM t
REFERENCE kg/m cm2 mm FLANGE FLANGE mm142 Z 13 2.94 3.75 142 60 55 1.3142 Z 14 3.16 4.03 142 60 55 1.4142 Z 15 3.38 4.31 142 60 55 1.5142 Z 16 3.60 4.58 142 60 55 1.6142 Z 18 4.03 5.13 142 60 55 1.8142 Z 20 4.46 5.68 142 60 55 2.0172 Z 13 3.35 4.27 172 65 60 1.3172 Z 14 3.60 4.59 172 65 60 1.4172 Z 15 3.85 4.91 172 65 60 1.5172 Z 16 4.10 5.22 172 65 60 1.6172 Z 18 4.59 5.85 172 65 60 1.8172 Z 20 5.08 6.48 172 65 60 2.0172 Z 23 5.81 7.40 172 65 60 2.3172 Z 25 6.29 8.01 172 65 60 2.5202 Z 14 3.93 5.01 202 65 60 1.4202 Z 15 4.21 5.36 202 65 60 1.5202 Z 16 4.48 5.70 202 65 60 1.6202 Z 18 5.02 6.39 202 65 60 1.8202 Z 20 5.56 7.08 202 65 60 2.0202 Z 23 6.35 8.09 202 65 60 2.3202 Z 25 6.88 8.76 202 65 60 2.5232 Z 15 4.79 6.11 232 76 69 1.5232 Z 16 5.11 6.50 232 76 69 1.6232 Z 18 5.73 7.29 232 76 69 1.8232 Z 20 6.34 8.08 232 76 69 2.0232 Z 23 7.26 9.24 232 76 69 2.3232 Z 25 7.86 10.01 232 76 69 2.5262 Z 16 5.57 7.10 262 80 72 1.6262 Z 18 6.25 7.96 262 80 72 1.8262 Z 20 6.92 8.82 262 80 72 2.0262 Z 23 7.92 10.09 262 80 72 2.3262 Z 25 8.59 10.94 262 80 72 2.5262 Z 29 9.90 12.61 262 80 72 2.9302 Z 20 7.89 10.06 302 90 82 2.0302 Z 23 9.04 11.52 302 90 82 2.3302 Z 25 9.80 12.49 302 90 82 2.5302 Z 29 11.31 14.41 302 90 82 2.9342 Z 23 10.13 12.90 342 100 92 2.3342 Z 25 10.98 13.99 342 100 92 2.5342 Z 29 12.68 16.15 342 100 92 2.9342 Z 32 13.94 17.76 342 100 92 3.2
t
X X Depth
TOP FLANGE
Cy
YCx
Lt
Lb
Y
E
F
4
SECTION PROPERTIESIxx Iyy Zxx Zyy rxx ryy Cx Cy Mc,x Mc,ycm4 cm4 cm3 cm3 cm cm cm cm kNm kNm
121.1 31.3 16.86 5.36 5.65 2.87 7.19 5.53 5.55 2.09130.1 33.5 18.10 5.74 5.65 2.87 7.19 5.52 6.26 2.24138.9 35.7 19.34 6.12 5.64 2.86 7.19 5.52 6.97 2.39147.8 37.9 20.56 6.49 5.64 2.85 7.19 5.51 7.68 2.53165.2 42.1 23.00 7.24 5.63 2.84 7.19 5.50 9.03 2.82182.5 46.2 25.40 7.96 5.62 2.83 7.19 5.49 10.31 3.10198.7 38.7 22.87 6.10 6.79 3.00 8.69 6.02 6.98 2.38213.4 41.5 24.57 6.54 6.78 2.99 8.69 6.01 7.90 2.55228.1 44.2 26.25 6.97 6.78 2.98 8.69 6.01 8.85 2.72242.7 46.9 27.93 7.40 6.77 2.98 8.69 6.00 9.79 2.89271.6 52.2 31.26 8.25 6.76 2.97 8.69 5.99 11.63 3.22300.2 57.4 34.55 9.09 6.75 2.95 8.69 5.98 13.40 3.54342.5 64.9 39.42 10.30 6.74 2.93 8.69 5.97 15.90 4.02370.4 69.8 42.63 11.10 6.73 2.92 8.69 5.96 17.50 4.33310.8 41.5 30.49 6.53 7.84 2.86 10.19 6.01 9.41 2.55332.2 44.2 32.59 6.97 7.83 2.86 10.19 6.00 10.55 2.72353.5 46.9 34.68 7.40 7.83 2.85 10.19 6.00 11.69 2.88395.8 52.2 38.83 8.25 7.82 2.84 10.19 5.99 13.92 3.22437.7 57.4 42.94 9.08 7.81 2.83 10.19 5.98 16.08 3.54499.8 64.9 49.03 10.29 7.79 2.81 10.19 5.96 19.16 4.01540.7 69.8 53.04 11.09 7.78 2.80 10.19 5.95 21.14 4.32500.4 65.0 42.59 8.78 9.01 3.25 11.75 6.94 12.56 3.42532.7 69.0 45.34 9.32 9.00 3.24 11.75 6.94 14.02 3.64596.8 76.9 50.79 10.40 8.99 3.23 11.75 6.93 16.98 4.06660.3 84.6 56.20 11.47 8.98 3.22 11.75 6.92 19.92 4.47754.6 95.9 64.22 13.02 8.97 3.20 11.75 6.90 24.19 5.08816.8 103.3 69.51 14.04 8.96 3.19 11.75 6.89 26.92 5.48728.3 78.1 54.83 10.03 10.08 3.30 13.28 7.25 16.02 3.91816.2 87.1 61.45 11.20 10.07 3.29 13.28 7.24 19.54 4.37903.4 95.9 68.01 12.34 10.06 3.28 13.28 7.23 23.08 4.811033.0 108.7 77.76 14.03 10.05 3.26 13.28 7.22 28.28 5.471118.5 117.1 84.20 15.13 10.04 3.25 13.28 7.21 31.63 5.901287.4 133.4 96.91 17.27 10.02 3.22 13.28 7.19 38.06 6.731362.7 135.7 89.15 15.48 11.58 3.65 15.29 8.23 27.81 6.041559.1 154.2 102.00 17.61 11.57 3.64 15.29 8.22 34.67 6.871689.0 166.2 110.50 19.01 11.55 3.62 15.29 8.21 39.18 7.411945.9 189.6 127.31 21.73 11.53 3.60 15.29 8.18 47.87 8.482228.1 206.6 128.89 21.18 13.07 3.98 17.29 9.21 40.77 8.262414.5 222.9 139.67 22.87 13.06 3.97 17.29 9.20 46.50 8.922783.8 254.7 161.03 26.18 13.04 3.94 17.29 9.18 57.73 10.213057.8 277.9 176.88 28.61 13.03 3.93 17.29 9.17 65.86 11.16
SECTION A LDepth mm mm mm
142 43 13
172,202 43 14
232,262 43 16
302 53.5 18
342 53.5 20
C-Section Dimensions and Properties
L
Cx(D/2)
t
X
Y
Cy Y
B
X
L
Depth
A
A
The Section reference of a C-Section 342mm deep
and 3.2mm thick = 342 C 32. The first 3 digits of the
section reference indicate the depth of the section in
millimetres (ie 342 equals 342mm deep).
The fourth digit is a letter that signifies the profile
type (ie C for C Profile). The last two digits indicate
the material thickness (ie 32 equals 3.2mm).
SLEEVES
See page 27 for C-Section sleeve references
and weights.
C-Se
ctio
n Di
men
sion
s an
d Pr
oper
ties
5
NOMINAL DIMENSIONSSECTION WEIGHT AREA DEPTH FLANGE t
REFERENCE kg/m cm2 mm mm mm142 C 13 2.94 3.75 142 64 1.3142 C 14 3.16 4.03 142 64 1.4142 C 15 3.38 4.31 142 64 1.5142 C 16 3.60 4.58 142 64 1.6142 C 18 4.03 5.13 142 64 1.8142 C 20 4.46 5.68 142 64 2.0172 C 13 3.35 4.27 172 69 1.3172 C 14 3.60 4.59 172 69 1.4172 C 15 3.85 4.91 172 69 1.5172 C 16 4.10 5.22 172 69 1.6172 C 18 4.59 5.85 172 69 1.8172 C 20 5.08 6.48 172 69 2.0172 C 23 5.81 7.40 172 69 2.3172 C 25 6.29 8.01 172 69 2.5202 C 14 3.93 5.01 202 69 1.4202 C 15 4.21 5.36 202 69 1.5202 C 16 4.48 5.70 202 69 1.6202 C 18 5.02 6.39 202 69 1.8202 C 20 5.56 7.08 202 69 2.0202 C 23 6.35 8.09 202 69 2.3202 C 25 6.88 8.76 202 69 2.5232 C 15 4.79 6.11 232 76 1.5232 C 16 5.11 6.50 232 76 1.6232 C 18 5.73 7.29 232 76 1.8232 C 20 6.34 8.08 232 76 2.0232 C 23 7.26 9.24 232 76 2.3232 C 25 7.86 10.01 232 76 2.5262 C 16 5.57 7.10 262 80 1.6262 C 18 6.25 7.96 262 80 1.8262 C 20 6.92 8.82 262 80 2.0262 C 23 7.92 10.09 262 80 2.3262 C 25 8.59 10.94 262 80 2.5262 C 29 9.90 12.61 262 80 2.9302 C 20 7.89 10.06 302 89 2.0302 C 23 9.04 11.52 302 89 2.3302 C 25 9.80 12.49 302 89 2.5302 C 29 11.31 14.41 302 89 2.9342 C 23 10.13 12.90 342 97 2.3342 C 25 10.98 13.99 342 97 2.5342 C 29 12.68 16.15 342 97 2.9342 C 32 13.94 17.76 342 97 3.2
SECTION PROPERTIESIxx Iyy Zxx Zyy rxx ryy Cy Q Mc,x Mc,ycm4 cm4 cm3 cm3 cm cm cm kNm kNm
124.1 20.6 17.48 4.62 5.73 2.33 1.95 0.569 5.55 1.80133.3 22.0 18.77 4.95 5.73 2.33 1.95 0.606 6.25 1.93142.4 23.5 20.05 5.28 5.72 2.32 1.95 0.641 6.96 2.06151.4 24.9 21.32 5.60 5.72 2.32 1.95 0.673 7.66 2.18169.3 27.7 23.85 6.23 5.71 2.31 1.95 0.729 9.05 2.43187.0 30.5 26.34 6.86 5.70 2.30 1.95 0.775 10.37 2.67203.6 26.8 23.68 5.46 6.86 2.49 1.99 0.505 6.95 2.13218.7 28.8 25.44 5.86 6.86 2.49 1.99 0.539 7.87 2.28233.8 30.7 27.18 6.24 6.85 2.48 1.99 0.571 8.80 2.44248.7 32.6 28.92 6.63 6.85 2.48 1.99 0.601 9.74 2.59278.3 36.3 32.36 7.39 6.84 2.47 1.99 0.656 11.62 2.88307.6 39.9 35.77 8.13 6.83 2.46 1.99 0.702 13.45 3.17351.0 45.2 40.82 9.21 6.81 2.45 1.99 0.757 16.05 3.59379.5 48.7 44.13 9.92 6.80 2.44 1.99 0.787 17.70 3.87317.3 30.2 31.42 5.95 7.91 2.44 1.83 0.497 9.35 2.32339.2 32.2 33.58 6.35 7.90 2.43 1.83 0.527 10.49 2.48360.9 34.2 35.74 6.74 7.90 2.43 1.83 0.554 11.63 2.63404.1 38.1 40.01 7.51 7.89 2.42 1.83 0.605 13.90 2.93446.9 41.9 44.25 8.26 7.88 2.41 1.83 0.646 16.12 3.22510.2 47.5 50.52 9.37 7.86 2.40 1.83 0.696 19.30 3.65551.9 51.1 54.65 10.09 7.85 2.39 1.83 0.723 21.33 3.93503.0 44.4 43.36 7.90 9.04 2.69 1.98 0.476 12.50 3.08535.4 47.1 46.16 8.39 9.04 2.68 1.98 0.503 13.94 3.27599.9 52.5 51.71 9.36 9.03 2.67 1.98 0.552 16.86 3.65663.7 57.9 57.22 10.31 9.02 2.66 1.99 0.596 19.77 4.02758.4 65.7 65.38 11.70 9.00 2.65 1.99 0.648 24.00 4.56820.9 70.8 70.77 12.61 8.99 2.64 1.99 0.677 26.71 4.92733.9 55.3 56.03 9.19 10.12 2.78 1.99 0.463 15.94 3.59822.5 61.7 62.79 10.26 10.11 2.77 1.99 0.510 19.42 4.00910.4 68.0 69.49 11.31 10.10 2.76 1.99 0.552 22.93 4.411040.9 77.2 79.46 12.85 10.09 2.75 1.99 0.605 28.09 5.011127.0 83.2 86.03 13.85 10.08 2.74 1.99 0.633 31.42 5.401297.2 94.9 99.02 15.80 10.06 2.72 2.00 0.679 37.81 6.161369.3 95.7 90.68 14.22 11.61 3.07 2.17 0.500 27.71 5.551566.7 108.8 103.76 16.17 11.59 3.05 2.17 0.554 34.51 6.311697.2 117.3 112.40 17.45 11.58 3.05 2.18 0.585 38.96 6.811955.4 134.1 129.49 19.95 11.56 3.03 2.18 0.634 47.55 7.782231.5 144.2 130.50 19.56 13.08 3.33 2.33 0.510 40.77 7.632418.2 155.7 141.41 21.12 13.07 3.32 2.33 0.542 46.42 8.242788.0 178.1 163.04 24.18 13.05 3.30 2.33 0.594 57.43 9.433062.4 194.5 179.08 26.41 13.04 3.29 2.34 0.624 65.40 10.30
Component ApplicationsCo
mpo
nent
App
licat
ions
6
C-Section Wind Bracing Eaves Beam C-Section Roof Light/Vent TrimmersROOF PLAN
Column Ties C-Section Parapet Posts Parapet Capping Rail
C-Section Brickwork Restraints
C-Section Wind Bracing
C-Section Window Header & Cill Rail 44
SIDE ELEVATION
28
23
48 20 50
43 43
48
Component Applications
Com
pone
nt A
pplic
atio
ns
7
Eaves Brace
Round-Lok Anti Sag Rods
Cleader Angle
Zed Purlins
Side Rails
Side Rail Support System C-Section Door Posts 4535 C-Section Sheeting Posts 47
GABLE ELEVATION
14
14
19
08
24
Zed Profile PurlinJointing Arrangements
Zed
Prof
ile P
urlin
Join
ting
Arra
ngem
ents
8
Sleeved System - Single Span Lengths
For buildings with 2 bays and over where
a heavy end bay system is precluded and
rafter spacings up to 15 metres. Standard
sleeves are fitted at all penultimate rafter
connections and staggered on all internal
bays.
Heavy End Bay System - Single Span Lengths
For buildings with 5 bays and over and
rafter spacings up to 15 metres. Heavier
gauge purlins are fitted in the end bays with
lighter purlins fitted on internal bays.Penultimate rafter joints are fully sleeved in
the same gauge material as the end bay
purlins and are longer than the standard
sleeve. Internal bays are sleeved at every
joint with standard sleeves of the same
gauge material as the inner bay purlins.
Heavy End Bay Double Span - Double Span Lengths
As above except inner bay purlins are
double span in max lengths of 15 metres.
Load Tables -58 62
Details 12
Load Tables -63 64
Details 9
Load Tables -54 57
Details 10
2 Bays Minimum & rafter spacing up to 15m
4 Bays Minimum & rafter spacing up to 7.5m
Sleeved System - Double Span Lengths
As above but standard sleeves are fitted
at all penultimate rafter connections and
staggered on all internal bays.
5 Bays Minimum & rafter spacing up to 15m
5 Bays Minimum & rafter spacing up to 7.5m
1 Bay Minimum & rafter spacing up to 12m
Butt System
This system can cater for odd bays and
can be used in both inset and oversail
applications.
Zed
Butt
Purli
n Sy
stem
Lay
out &
Det
ailin
g
9
Zed Butt Purlin SystemSingle/Odd Bays Layout & DetailingRoof purlins – Zed Profile Butt System suitable forbuildings with single bays or more, up to andincluding 25° roof pitch.
The Butt System offers a simple cleat connection and is
intended for smaller buildings, short or uneven span or
light loading conditions.
The butt system caters for spans up to 12m depending
on the load to be applied and where the cladding or
liner tray offers adequate lateral support by virtue of its
fixing, ie fixed according to the cladding manufacturer’s
instructions.
This system can cater for single bays,
therefore can be used in conjunction
with other systems detailed in this
brochure,or as a system in its
own right.
For full cleat details
see page 52.
C
56
86
116
146
176
195
235
B
42
42
42
42
42
52
52
F
50
50
50
50
50
60
60
A
142
172
202
232
262
302
342
BUTT SYSTEMDetailing Dims in mm
70
SINGLE SPAN33
F
OVERALL LENGTH
A C
B
OVERALL LENGTH
32 32
CL CL CL
P1 and P1X opposite hand P2
**
General DetailingInformation
� All web holes 18mm
diameter for M16 bolts.
� All dimensions in millimetres.
� Clearance between purlins at
all joints is 6mm.
� End fixing holes are
supplied as shown, other
18mm diameter holes which
may be required are pierced
in pairs on standard gauge
lines.
P1
P1
P1
P1
P1
P1
P1
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P2
P1x
P1x
P1x
P1x
P1x
P1x
P1x
Computer controlledproduction techniques apply
the client’s individual mark numbersto all purlins automatically during
the manufacturing process.
* Anti Sag Rod Holes
Load Tables -63 64
Typical single span arrangement indicating the purlin positions.
Single Span System
Roof purlins for buildings with 2 bays and over,up to and including 25° roof pitch.
The sleeved system optimises the use of steel by
incorporating sleeves at the penultimate rafter with a
staggered sleeving arrangement on internal bays.
The sleeved system caters for spans up to 15m
depending on the load to be applied and where the
cladding or liner tray offers adequate lateral support
by virtue of its fixing, ie fixed according to the
cladding manufacturer’s instructions.
To enable the purlin and sleeve to nest together the
sleeve is inverted. For full cleat details see page 52.
Computer controlled productiontechniques apply the client’s individual marknumbers to all purlins automatically duringthe manufacturing process.
Zed Sleeved Purlin System 2 Baysand Over where Heavy End BaySystem* is precluded
Zed
Slee
ved
Purli
n Sy
stem
2 B
ays
and
Over
- La
yout
10
Double Span System
End bay purlins are single span, with double span purlins
on internal bays.
The maximum span between rafters is 7.5m therefore
maximum double span length is 15m. Consideration must
be given to the handling of longer lengths.
A sleeve must always occur at a joint position.
Single Span System
Single span lengths can be supplied to suit individual
requirements.
Penultimate rafter connections are sleeved with a
staggered sleeving arrangement on internal bays.
See opposite for individual mark number details
Typical single span arrangement indicating purlinand sleeve positions.
P1
P1
P1
P1
P1
P1
P4
P3
P4
P3
P4
P3
P4x
P4
P4x
P4
P4x
P4
P3
P4x
P3
P4x
P3
P4x
P1x
P1x
P1x
P1x
P1x
P1x
Typical double span arrangement indicating purlinand sleeve positions.
P1
P1
P1
P1
P1
P1
P3
P3
P3
P 2
P 2
P 2
P 2
P 2
P 2
P1x
P1x
P1x
P1x
P1x
P1x
P3
P3
P3
* Lighter purlins can be fitted on internal bays when aHeavy End Bay System is adopted (see page 12)
Load Tables -54 57
Zed Sleeved Purlin System 2 Baysand Over where Heavy End Bay System*is precluded
Zed
Slee
ved
Purli
n Sy
stem
2 B
ays
and
Over
- De
taili
ng
11
OVERALL LENGTH
CENTRE LINE OF RAFTERS CENTRE LINE OF RAFTERS
WIDE FLANGE WIDE FLANGE
NARROW FLANGE
CENTRE LINE OF RAFTERS CENTRE LINE OF RAFTERS
WIDE FLANGE
NARROW FLANGE
CENTRE LINE OF RAFTERS
WIDE FLANGE
WIDE FLANGE
WIDE FLANGE
NARROW FLANGE
NARROW FLANGE NARROW FLANGE
3 3
3 332 32
D
D
D
32 32D D
C AE
C AB
F
C
3 32 D D3232
3 32 D 3 3
P1 and P1X (opposite hand)
P2
P3
P4 and P4X (opposite hand)
E
†
† VARIABLE OVERHANG
‡
‡
F
50
50
50
50
50
60
60
G
614
714
834
954
1054
1354
1654
E
44
44
44
44
44
55
55
D
240
290
350
410
460
610
760
C
56
86
116
146
176
195
235
B
42
42
42
42
42
52
52
A
142
172
202
232
262
302
342
SLEEVED SYSTEMDetailing Dimensions in mm
General Detailing Information
� All web holes 18mm diameter for
M16 bolts.
� All dimensions in millimetres.
� Clearance between purlins at all joints
is 6mm.
� All holes are pierced in pairs on
standard gauge lines.
� For full cleat details see page 52.
* Lighter purlins can be fitted on internal bays when aHeavy End Bay System is adopted (see page 12)
* ANTI SAG RODHOLES, SEE PAGE 14FOR DETAILS.
8 HOLE SLEEVEFOR 232 SERIESAND ABOVE,ALL OTHERS6 HOLE SLEEVE.
‡
70
G G
G G
70
G
70
Load Tables -54 57
* *
* *
*
Roof purlins for buildings with 5 bays or more, up to and including 25° roof pitch.
The Heavy End Bay System invariably provides the most
economic solution by utilising the benefits of the sleeved
system but further maximising this by the use of
lighter gauge purlins on internal bays.
This system caters for spans up to 15 metres depending
on the load to be applied and where the cladding or
liner tray offers adequate lateral
support by virtue of its fixing,
i.e. fixed according to the cladding
manufacturer’s instructions.
To enable purlin and sleeve
to nest together the sleeve
is inverted.
Purlin & Sleeve Arrangement
End bay purlins (ie P1 & P1X) and penultimate rafter
sleeves are of the same heavier gauge, whilst
inner bay purlins (ie P2, P3, P5, P5X, P6, P6X) and
sleeves are of the same lighter gauge. A sleeve must
always occur at a joint position.
Computer controlledproduction techniquesapply the client’s individualmark numbers to all purlinsautomatically during themanufacturing process.
Heavy End Bay Sleeved Purlin System5 bays and Over - Layout
Heav
y En
d Ba
y Sl
eeve
d Pu
rlin
Syst
em -
Layo
ut
12 Load Tables -58 62
F
50
50
50
50
50
60
60
G
614
714
834
954
1054
1354
1654
J
750
914
1074
1300
1500
1700
2000
E
44
44
44
44
44
55
55
D
240
290
350
410
460
610
760
H
308
390
470
583
683
783
933
C
56
86
116
146
176
195
235
B
42
42
42
42
42
52
52
A
142
172
202
232
262
302
342
HEAVY END BAY SYSTEMDetailing Dimensions in mm
Single Span HEB SystemP1
P1
P1
P1
P1
P1
P5
P5
P5
P5
P5
P5
P3
P3
P3
P3
P3
P3
P5x
P5x
P5x
P5x
P5x
P5x
P1x
P1x
P1x
P1x
P1x
P1x
Double Span HEB System
P1
P1
P1
P1
P1
P1
P1x
P1x
P1x
P1x
P1x
P1x
P5x
P5x
P5x
P 6
P 6
P 6
P 2
P 2
P 2
P 2
P 2
P 2
P 6x
P 6x
P 6x
P5
P5
P5
Consideration must be given to the handling of longer lengths.
Heavy End Bay Sleeved Purlin System5 bays and Over - Detailing
Heav
y En
d Ba
y Sl
eeve
d Pu
rlin
Syst
em -
Deta
iling
13Load Tables -58 62
P1 & P1X (opposite hand) P5 & P5X (opposite hand)
P6 & P6X (opposite hand)
P2
P3
WIDE FLANGEWIDE FLANGE WIDE FLANGE
WIDE FLANGE WIDE FLANGE
WIDE FLANGE
WIDE FLANGE
WIDE FLANGE
NARROW FLANGENARROW FLANGE
NARROW FLANGE NARROW FLANGE
D
E
D
D D
32
3232
32
A CE
H
OVERALL LENGTH
CENTRE LINE OF RAFTERS CENTRE LINE OF RAFTERS
CENTRE LINE OF RAFTERS CENTRE LINE OF RAFTERS
* ANTI SAGROD HOLES
WIDE FLANGE
70H H 3232
F
C
A CB
H H32 32 DD 3232
3
33
323
3
G
G
G
NARROW FLANGE
NARROW FLANGE
NARROW FLANGE
NARROW FLANGE
D D3232D
CENTRE LINE OF RAFTERS CENTRE LINE OF RAFTERS
WIDE FLANGE
3 3
323
D
CENTRE LINE OF RAFTERS
WIDE FLANGE
323General Detailing Information� All web holes 18mm diameter
for M16 bolts.
� All dimensions in millimetres.
� Clearance between purlins
at all joints 6mm.
� All holes are pierced in pairs
on standard gauge lines.
� For full cleat details see page 52.
†
70
70
G
G
J
70
G
† VARIABLE OVERHANG
70
70
J
* *
* *
* *
*
Anti-Sag Rods & Eaves BracesAn
ti-Sa
g Ro
ds &
Eav
es B
race
s
14
����������������
��������������
Round Lok Anti-Sag Rod
Without Anti-Sag rods With Anti-Sag rods
25
25
Purlin Centres
Diameter 16mm
StandardGauge Linesfor Purlin
28
28
Lateral Support Angle (Sag Bar)/Eaves Braces For 302 & 342 series and all non restrainingcladding applications
Eaves Braces 142, 172, 202, 232 & 262 series as drawnEaves Strut as noted
Purlin Centres
A
28 28
28
B
All holes 18mm ø for M16 bolts.Material: 45 x 45 x 2mm thick.
As other end forEaves Strut
For 142,172, 202, 232, 262 series
SECTIONA
B
142
2856
172
4386
202
58116
232
73
146
262
88
176
Bolted Apex TieRound Lok Apex Tie
Metsec Round lok anti-sag rods and lateral support
angles are designed to restrain purlins against twist
under wind uplift conditions and contribute support
during sheeting.
Round lok anti-sag rods are used for 142, 172, 202, 232
and 262 series and 45 x 45 x 2mm thick lateral support
angles for 302 and 342 series. On roof pitches over
25°, purlin spacings over 2.4m or heavy cladding
applications,the lateral support angles must be used on
all sections.
When no anti-sag rods are used, temporary spacer
bars and propping may be required during the
sheeting of the roof.
For roof pitches greater than 25°use the MetSPEC
computer design program to determine section and
bracing requirements.
Whenever round lok anti-sag rods are used the eaves
brace should be included as indicated in the drawing
and the rows made continuous over the apex.
The bolted apex strut detail is adopted when using
non-restraining cladding, 302 and 342 series purlins
or roof pitches over 25°.
In all other cases where an anti-sag system is required,
Metsec tubular sag rods and apex ties are used.
All eaves braces are manufactured from
45 x 45 x 2.0mm galvanised angle.
Wind up lift tables from P54 give the minimumSag Rod requirements for the various systems.
However it is recommended that whateverthe wind loading the maximum span withoutAnti-Sag rods should be as shown in thetables opposite.
Sleeve, Butt andEnd Bays Only for Heavy End
Bay System
Inner Bays Only forHeavy End Bay System
PURLIN REF SPAN142172202/232262302/342
6.1m6.6m7.2m7.6m8.1m
PURLIN REF SPAN142172202/232262302/342
6.6m7.2m7.6m8.1m8.6m
Long Roof Slopes, Length > 20m
Long
Roo
f Slo
pes,
Len
gth
> 20
m
15
1. For roof slopes less than 20m in length diagonal
tie wires can be omitted. Where no anti-sag rods are
required for wind uplift, for stability during erection
and cladding we recommend the inclusion of an
eaves strut and apex tie. Temporary spacer bars and
propping may also be required.
2. The details shown on this page assume that
adequate restraint to the purlins is provided by the
cladding or liner tray screw fixed at 600mm
maximum spacings to the purlins. Additional screws
may be necessary to zones of high local wind loads
such as eaves and verges.
NB. An Eaves strut may also be required to suit the
design of the Metsec Eaves Beam.
Restraint fixing details similar to Page 34for Vertical Cladding
20m
max
.
SPANEaves Beam
20m
max
.
20m
max
.20
m m
ax.
20m
max
.20
m m
ax.
SPANEaves Beam SPAN
Eaves Beam
1
1
1
23
2
2
3
TOP OF PURLIN
Anti-Sags
Eaves Brace
DTW
Eaves Strut
ROOF PLAN 2-SAGROOF PLAN 3-SAG
ROOF PLAN 1-SAG
Anti-Sags
Eaves Brace
DTW
Eaves Strut
Anti-Sags
Eaves Brace
DTW
Eaves Strut
Eaves Purlin
* ** All diagonal tie wires must be connected
to bottom holes in the purlin cleat.
*
TOP OF PURLIN TOP OF PURLIN
70 70
70 70
Roof VariationsRo
of V
aria
tions
16
Non Restraining CladdingWhen using cladding which is not
fixed in accordance with Note 2 on
page 15 it is necessary to provide
permanent lateral restraint to the
purlins. The MetSPEC purlin design
Software will provide a comprehensive
design solution to any non restraining
cladding application.
NB:- Bolted apex struts and 45mm x
45mm lateral support angles must be
used throughout.
Steep Slopes >25˚ PitchThe sheeting and fixings are deemed
adequate in carrying the component of
load in the plane of the roof slope on
pitches up to 25 degrees. For roof
pitches greater than 25̊ the purlins are
designed for the downslope roof loads. The MetSPEC
purlin design software will quickly determine the
purlin section and bracing requirements for any
application.
NB:- Bolted apex struts and 45mm x 45mm lateral
support angles must be used throughout in lieu of
round lok anti-sag rods.
Duo-Pitch Mono-Pitch Steep Slopes Tiled Roofs None Restraining<_ 25̊ <_ 25̊ >25̊ Cladding
ComponentSlope Length
All Slopes All Slopes All Slopes All Slopes_<20m >20m
DTW ���
� � �
Eaves Brace � � � � � �
Anti-sag rods � � �
Round LokApex Tie � �
45mm x 45mmLateral support � � �
Bolted Apex Strut � � �
� May be required for wind uplift or temporary support duringsheeting see recommendations tabulated on Page 14.
�� Every 20m of roof slope when anti-sag rods are provided,otherwise omit.
Every 20m
Bracing Requirements Check List
and Purlin spacings >2.4m inheavy cladding applications
Mono-Pitched Roofs <25˚ PitchFor mono-pitch roofs which are discontinuous at the high
eaves level, diagonal tie wires and braces must always be
used as shown on Page 15. However, if a structural
member of adequate strength is available at the high
eaves level, a threaded rod or eaves brace may be used
thus avoiding the use of diagonal tie wires.
Tiled RoofsPitched & Mansard Roofs
Tile
d Ro
ofs
Pitc
hed
& M
ansa
rd R
oofs
17
The Metsec lateral support member as
shown should be used in the roof plan
and wherever possible, should be tied
across the apex, or fixed to a laterally
rigid component. In addition to this,
diagonal tie wires must be installed as
described below.
Bolted apex struts and 45mm x 45mm
lateral support angles must be used
throughout.
The MetSPEC purlin design software
can be used to quickly determine the
purlin section and bracing requirements
for any application.
3.6m (max)
3.6m (max)
3.6m (max)
3.6m (max)
3.6m (max)
3.6m (max)
Apex detail as above
Typical arrangement when 2 lateralsupports are used
Typical arrangement when 1 lateral support is used
Illustration shows purlins at1.2m centres, however themaximum purlin centresshould not exceed 1.8m.
600mm max.
Cantilever DetailsCa
ntile
ver D
etai
ls
18
StabilityWith cantilevers it is recommended that the ends are
braced together to provide stability and prevent rotation.
Various details are used for this purpose with a typical
example shown below.
A cleader angle fixed to the top and the bottom of
the purlin will offer sufficient restraint as well as
providing a base for fixing the sheeting and flashing.
Cleader angles should be positively fixed across the
apex to prevent down slope movement.
Mono Pitched Roofs and roof slopes exceeding 25°Diagonal Tie Wire systems to be included. Alternatively,
a suitable fixing to a structural member must be included
at the top of the slope to resist down slope movement.
Diagonal tie wires must be fixed back to the bottom holes
in the purlin cleat.
Note:-For other specialist cases or heavier cladding systems
(i.e. tiles and battens) consult our design office.
������������
������������������
������������
��������������
End Bay Purlin
Rafter
Column
Soffit Cladding
Side Cladding
Roof Cladding
Cleader Angle
Diagonal tie wire requiredfor mono pitchedroofs and roof slopesexceeding 25o
Cleader Angle
When it is required to provide a canopy by
cantilevering the purlins over the gable, simple rules
are given below to enable the engineer to meet
these requirements.
PerformanceIn the approach given it is assumed the sections are
installed in one continuous length i.e. backing span
and overhang and that the sheeting offers full lateral
restraint to the section.
Deflection CriteriaPurlins selected from this Technical Manual obey a
deflection criteria of SPAN /180 for conventional steel
decking.
The end deflection of a cantilever should be compatible
with this and we recommend the cantilever should
not exceed 28% of the backing span, to meet this
requirement.
Cleader Angles & Rafter Stays
Clea
der A
ngle
s &
Raf
ter S
tays
19
CL
CL
CL
Metsec Cleader Angles are manufactured from
pre-hot dipped galvanised steel angle. They are used
to provide a sheeting face for cladding along gable
rafters or at roof hip intersections.
Two sizes of cleader angle are available:
45 x 45 x 2mm thick = 1.37 kg/m
100 x 100 x 2mm thick = 3.17 kg/m
Maximum length = 7.5m
We suggest that the 45 x 45 x 2mm cleader angle
is used on purlin centres up to and including 1.8m.
Above this 100 x 100 x 2mm cleader angle should
be used.
The details show cleader spanning over two purlin
spacings, however multiple spacings can be readily
accommodated. Providing the thickness of the cleader
angle (2.0mm) does not present any problems a
simple overlap can be used. The overall length would
therefore be the purlin centres plus 28mm each end.
The cleader angle can be fitted to either the top or
bottom purlin flange to suit the required detail.
Where possible the standard sleeve fixing holes may be
used for rafter stay fixings, providing the inclination of the
stay is not too steep.
Rafter stays supplied by Metsec are normally
45 x 45 x 2mm thick angle. On deep sections or lattice
trusses, it may be necessary to increase the size of the angle
section used to suit the individual contract requirements.
Where the supporting steelwork is constructed using
deep universal beam sections, lattice trusses, etc.,
rafter stay fixing holes can be added to suit individual
requirements (ideally to suit angle of rafter stay 45o).
* Dimension to suit standard sleeve piercing
A typical detail showing the side cladding fixed tothe purlin with a cleader angle.
* *
= =
Eaves BeamsDimensions & Properites
Eave
s Be
ams
Dim
ensi
ons
& P
rope
rties
20 Load Tables 73
The Metsec Eaves Beam is a purpose designed profile
for use as an eaves purlin, top sheeting rail and gutter
support.
Maximum SpanThe Metsec Eaves Beam caters for spans up to 15m
depending on the load to be applied.
PerformanceMetsec Eaves Beams are designed as single span
beams with combination loading in accordance with
BS 5950:Part 5.
The load tables represent their performance under the
conditions stated but cannot cover all of the many
functions possible. For this reason, and to help the
designer, comprehensive geometrical design data is
given in the physical properties table.
SpecificationEaves Beams are manufactured from pre-hot dipped
galvanised steel with a minimum guaranteed yield
stress of 390 N/mm2.
CapacityBased on single span condition.
Web holes can be plain or counterformed to suit the
fixing requirement. See opposite for details.
NoteFor Bracing Requirement see p14.
Depth
D
B
C
23
Cy
65
100
Angle 0°- 25°in 5° increments
All holes 18mm diameterfor 16mm bolts.
23
t
Q poN/mm2
Mc,ykNm
Cycm
Mc,xkNm
3.513.513.073.082.842.842.562.56
0.6330.7140.5570.6680.6170.6790.6100.641
0.6280.7090.5530.6650.6150.6780.6090.642
15.54119.39521.66830.77936.80345.41756.76864.706
6.9177.8767.1668.8148.964
10.26510.46411.436
402.9460.2800.7991.6
1435.51653.92644.52904.7
I xxcm4
170 E 20
170 E 23
230 E 20
230 E 25
270 E 25
270 E 29
330 E 29
330 E 32
SECTION REFERENCE
2.02.32.02.52.52.92.93.2
8.069.229.26
11.4912.4914.4116.1517.76
6.327.247.279.029.80
11.3112.6813.94
Weightkg/m
Areacm 2
170170230230270270330330
SECTION REFERENCE
Depthmm
Flangemm
tmm
Iyycm4
Zyycm3
rxxcm
ryycm
NOMINAL DIMENSIONS
SECTION PROPERTIES
170 E 20
170 E 23
230 E 20
230 E 25
270 E 25
270 E 29
330 E 29
330 E 32
100100100100100100100100
4242424247474848
4242424247474747
8686
146146176176235235
Zxxcm3
115.1131.1127.3156.5164.5188.4199.7218.2
47.4054.1569.6386.23
106.33122.51160.27176.04
17.7420.2018.3722.6022.9826.3226.8329.32
7.037.019.259.23
10.6510.6312.7112.70
3.763.743.693.673.613.593.493.48
DimB mm
DimC mm
DimD mm
Eaves Beams Fixing Details
Eave
s Be
ams
Fixi
ng D
etai
ls
21Load Tables 73
Eaves beam
Packing Plate
†Stiffener Cleat
ReferenceEBS. 170EBS. 230EBS. 270EBS. 330
Side rail support
Stiffener Cleat slot18 x 24
Eaves brace
VIEW IN DIRECTION OF ARROW A
A
86
= =
30 30
Centres - see table
30
30
35 35
70
Packing Plate
Cladding flush withcolumn face
Cladding outsidecolumn face
32* 323
Length - see table
Hole ø 36mm
Metsec Eaves Beams are designed to provide
an unobstructed side sheeting face by the use of
counterformed web holes that accept 16mm diameter
countersunk set screws.
The packing plate accommodates the counterforming
and enables standard eaves braces to be fitted, though
the overall length of the eaves brace needs to be
reduced by 6mm.
Plain web holes can be supplied and in such cases the
packing plate is not required and conventional 16mm
diameter XOX bolts are used.
End fixing cleat (supplied by others) bolted
or welded to column.
Overall length of Eaves
Beam is column centres
less 6mm
(i.e. 3mm each end).
* Overall length of Eaves
Beam is column centres
less half column width
each end less 20mm
(i.e. 10mm each end).
Material - 6mm mild steelgalvanised finish
† Side Rail Support Systems up to a sheetingheight of 10m (see page 33 forrecommendations) can be suspended from thebottom f lange of the eaves beam. In such
cases a stiffening cleat (galvanised finish)must be included and the eaves braceoverall length reduced by a further 6mm(cleat thickness).
142172/170
202232/230262/270
302342/330
5686
116146176195235
116146176206236255295
PP1PP2PP3PP4PP5PP6PP7
SECTION SERIES
CRSmm
LENGTHmm
REFNo.
Eaves BeamsGutter Details
Eave
s Be
ams
Gutte
r Det
ails
22
General Note
Eaves Beams and Purlins should be selected from the
respective load tables. If necessary, non-standard eaves
bracings can be fabricated to suit individual cases.
It is essential to use bolted web connections when
fixing Eaves Beams to stanchions.
Detail at Column
Curved Eaves Detail Concealed Eaves Gutter Curved Base Detail
Detail within Span
Detail at Column Detail within Span
EXPOSED EAVES GUTTER
CONCEALED EAVES GUTTER
Curved Eaves DetailThe Purlin and Side Rail systems can
be used to provide support to roof and
side cladding, using the appropriate
load table for the system being used.
Eaves Braces and the Side Rail Support
system should be used dependant on
span and loading requirements.
Curved Base DetailTo complement the Curved Eaves detail
a support system should be included
at the base of the Side Cladding as
shown.The sloping Side Rail Support
member being included depending
upon span and loading requirements.
If support can be taken from the
masonry, the Sloping Side Rail Support
may be omitted.
Concealed Eaves GutterThe Concealed Gutter is accommodated in
conjunction with the curved eaves detail
with support given to the lower roof
purlin by the sloping Eaves Purlin
Support shown and the rainwater gutter.
The special Sloping Eaves Purlin Support
can be supplied by Metsec if required.
The Side Rail Support system should be
used dependant on span and loading
requirements.
The use of lateral braced connections is necessary within
the span of the Eaves Beam to resist horizontal wind
loading and torsion from eccentric gutter loads.
When braced to the first purlin, as shown, such forces are
dispersed through the diaphragm action of the roof.
It is assumed that the compression flange of the Eaves
Beam is fully restrained by the sheeting.
Column Ties
Colu
mn
Ties
23
Metsec C-Section compound column ties offer
significant economic advantages from initial
purchase through to on site installation.
����������������
������������
Supplied as single components,
‘C’ Sections are installed on site to
form a compound back to back
member and produce excellent
strength to weight characteristics.
The selection of ‘C’ Sections
and general design guidance is
determined from the Metspec
computer design software.
End Connection Details
Column Tie
C-Section & Zed Side Rail SystemJointing Arrangements
C-Se
ctio
n &
Zed
Sid
e Ra
il Sy
stem
Join
ting
Arra
ngem
ents
24
Load Tables 72
C-Section Details 28
Load Tables -65 68
Zed Profile Details 30
C-Section Details 26
Load Tables -65 68
Zed Profile Details 30
C-Section Details 26
Sleeved System - Single Span Lengths
Sleeves are fitted at
penultimate column
connections and staggered
on internal bays.
Sleeved System - Double Span Lengths
Sleeves are fitted at
penultimate column
connections and staggered
on internal bays.
Butt System
This system can cater for
odd bays and can be used
in both inset and outside
applications.
Double Span System -Window and BrickworkRestraints only
This system is used when
deflection is critical
i.e. glazing supports and
brickwork restraints.
The sleeve is only included
when an odd number of
bays is encountered.
Load Tables -69 71
Zed Profile Details 32
C-Section Details 25
1 Bay Minimum & Column Spacing up to 15m
2 Bays Minimum & Column Spacing up to 15m
4 Bays Minimum & Column Spacing up to 7.5m
2 Bays Minimum & Column Spacing up to 7.5m
C-Section Butt Side Rail SystemSingle/Odd Bay Layout & Detailing
C-Se
ctio
n Bu
tt Si
de R
ail S
yste
m
25Load Tables -69 71
Side Rails - C-Section Butt System suitable forbuildings with single bays or more.The Butt System offers a simple cleat connection
and is intended for smaller buildings, short
or uneven span or light loading conditions.
This system can cater for single bays, therefore can
be used in conjunction with other systems detailed in
this brochure, or as a system in its own right.
The Butt system caters for spans up to 15m depending
on the load to be applied and where the cladding
or liner tray offers adequate lateral support by virtue
of its fixing, ie fixed according to the cladding
manufacturer’s instructions.
For full cleat details see page 52.
Computer controlled production techniquesapply the client’s individual mark numbersto all rails automatically during themanufacturing process.
70
3
A
OVERALL LENGTH
C
B
H
3 OVERALL LENGTH32 32
SINGLE SPAN
CL CL CL
R1 and R1x (opposite hand) R2
* SIDE RAIL SUPPORT HOLESAS NECESSARY
C
56
86
116
146
176
195
235
B
43.0
43.0
43.0
43.0
43.0
53.5
53.5
H
50
50
50
50
50
60
60
A
142
172
202
232
262
302
342
BUTT SYSTEMDetailing Dims in mm
General Detailing Information� All web holes 18mm diameter for M16 bolts.
� All dimensions in millimetres.
� Clearance between rails at all joints is 6mm.
� All holes are pierced in pairs on standard gauge lines.
R1
R1
R1
R1
R1
R1
R1
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R1x
R1x
R1x
R1x
R1x
R1x
R1x
Single Span Layout Single span lengths plus a variable overhang at each end.
* *
Side Rails C-Section Sleeved System. For buildings with 2 bays or more.
The sleeved System optimises the use of steel by
incorporating sleeves at the penultimate rafter with a
staggered sleeving arrangement on internal bays.
The sleeved system caters for spans up to 15m
depending on the load to be applied and where the
cladding or liner tray offers adequate support by
virtue of its fixing, i.e. fixed according to the cladding
manufacturer’s instructions.
For full cleat details, see page 52.
Computer controlled production techniquesapply the clients individual mark numbersto all rails automatically during themanufacturing process.
C-Section Sleeved Side Rail SystemIntroduction
C-Se
ctio
n Sl
eeve
d Si
de R
ail S
yste
m In
trodu
ctio
n
26
Double Span System
End Bay Rails are single span, with double span rails
on internal bays. The maximum double span rail is 15m,
therefore the maximum span between columns is 7.5m.
A sleeve must occur at every joint position.
Typical double span arrangement indicating purlinand sleeve positions.
Typical single span arrangement indicating rail and sleeve positions.
Single Span System
Single span lengths can be supplied to suit individual
requirements. Penultimate rafter connections are sleeved
with a staggered sleeving arrangement on internal bays.
Load Tables -65 68
R1
R1
R1
R1
R1
R1
R3
R4x
R3
R4x
R3
R4x
R4x
R4
R4x
R4
R4x
R4
R4
R3
R4
R3
R4
R3
R1x
R1x
R1x
R1x
R1x
R1x
R1 R4x R4 R3 R1x
R1
R1
R1
R1
R1
R1
R3
R3
R3
R 2
R 2
R 2
R 2
R 2
R 2
R1x
R1x
R1x
R1x
R1x
R1x
R3
R3
R3
Consideration must be given to the handling of longer
lengths.
C-Section Sleeved Side Rail SystemDetailing
C-Se
ctio
n Sl
eeve
d Si
de R
ail S
yste
m D
etai
ling
27Load Tables -65 68
CENTRE LINE OF COLUMNS
OVERALL LENGTH
CENTRE LINE OF COLUMNS
CENTRE LINE OF COLUMNS CENTRE LINE OF COLUMNS
CENTRE LINE OF COLUMNS
3 3
3232D D
32D D
G
C AB
C EF
†
H
3 D D D3232
3 32 D 3 3
3333
R1 & R1X (opposite hand)
R2
R3
R4 & R4X (opposite hand)
32
32
F
H
50
50
50
50
50
60
60
G
614
714
834
954
1054
1354
1654
F
45.5
45.5
45.5
46.0
46.0
56.5
57.0
E
147
177
207
238
268
308
349
D
240
290
350
410
460
610
760
C
56
86
116
146
176
195
235
B
43.0
43.0
43.0
43.0
43.0
53.5
53.5
A
142
172
202
232
262
302
342
C-SECTION SLEEVED SYSTEMDetailing Dimensions in mm
C-Section Sleeves
The C-Section sleeve range includes one thickness per
height of profile as shown on the table below.
GAUGE mm
2.0
2.0
2.0
2.5
2.5
2.5
3.2
REF NUMBER
CS. 142
CS. 172
CS. 202
CS. 232
CS. 262
CS. 302
CS. 342
C-SECTION SLEEVED SYSTEM DETAILS
WEIGHT kg
2.39
3.32
4.27
6.72
8.42
12.28
21.97
General Detailing Information
� All web holes 18mm diameter for
M16 bolts.
� All dimensions in millimetres.
� Clearance between rails at all joints
is 6mm.
� All holes are pierced in pairs on
standard gauge lines.
70
70
70
† VARIABLE OVERHANG
* SIDE RAIL SUPPORTHOLES AS NECESSARY
*
* *
*
*
C-Section Double Span Side RailSystem Introduction
C-Se
ctio
n Do
uble
Spa
n Si
de R
ail S
yste
m In
trodu
ctio
n
28 Load Tables 72
Double Span Layout
This arrangement can be
used where stringent
deflection limits are applied.
i.e. glazing supports,
brickwork restraints etc.
Maximum Span
The maximum double span
section length is 15m,
therefore the maximum
column centres are 7.5m.
These details are to be used for conditions wherea double span gives an advantage over single spani.e. deflection governing.
Typical application: Wall and brickwork restraints,
window cill or header rails where deflection due to
horizontal wind is to be limited to a specific deflection
ratio. eg brickwork restraint commonly limited to a
ratio of , as shown in the load tables. If a deflection
limit greater than is required, then calculate the
capacity for this by multiplying the capacity given in
the table by
e.g. Required capacity for = x
It is not permissible to use this method to calculate
capacities for deflection limits less than span/300.
For brickwork restraints it is assumed that the wall will
support the C-Rail on the weak axis.
For cases where the wall will not be built until after the
rail erection or where the wall is not to be built up so
that it supports both the inner and outer flanges of the
C-Section on the Y axis, the Metsec side rail support
and diagonal tie systems are required.
It is assumed in all cases that a cladding system is
securely fixed to the rail to stabilise the outer flange.
For window cill support rails where the weight of the
window is to be supported by the rail, see the side rail
support system for this condition, shown on P44.
Computer controlled production techniquesapply the client’s individual mark numbersto all rails automatically during themanufacturing process.
SPAN300 SPAN
300
300The required
limit
300500
Table capacityfor span
SPAN500
Dimension ‘X’ in sliding anchor fixing plate to suitstandard 18mm Dia. holes inMetsec rail
Sliding anchor support to top ofwall. Slotted ties to suit brickcoursing.
R 1
R3
R 2 R 1x
R 4 R 4x R3x
Typical double span arrangement for odd and even number bays
X
C-Section Double Span Side RailSystem Detailing
C-Se
ctio
n Do
uble
Spa
n Si
de R
ail S
yste
m D
etai
ling
29Load Tables 72
CENTRE LINE OF COLUMNS CENTRE LINE OF COLUMNS
OVERALL LENGTH
3
H
A CB
32
OVERALL LENGTH
CENTRE LINE OF COLUMNS CENTRE LINE OF COLUMNS
33
OVERALL LENGTH OVERALL LENGTH
CENTRE LINE OF COLUMNS CENTRE LINE OF COLUMNS
32D
F
32 D
D D32 3270
CE
G
R1 & R1x (opposite hand)
R2
R3 & R3x (opposite hand) R4 & R4x (opposite hand)
70 70
BUTTCONNECTION
This detail isonly used whenan odd numberof bays isencountered.
†
†
H
50
50
50
50
50
60
60
G
614
714
834
954
1054
1354
1654
F
45.5
45.5
45.5
46.0
46.0
56.5
57.0
E
147
177
207
238
268
308
349
D
240
290
350
410
460
610
760
C
56
86
116
146
176
195
235
B
43.0
43.0
43.0
43.0
43.0
53.5
53.5
A
142
172
202
232
262
302
342
C-SECTION DOUBLE SPAN SYSTEMDetailing Dimensions in mm
GAUGE mm
2.02.02.02.52.52.53.2
REF NUMBER
CS. 142CS. 172CS. 202CS. 232CS. 262CS. 302CS. 342
C-SECTION SLEEVE DETAILS
WEIGHT kg
2.393.324.276.728.42
12.2821.97
General Detailing Information
� All web holes 18mm diameter for
M16 bolts.
� All dimensions in millimetres.
� Clearance between rails at all joints
is 6mm.
� All holes are pierced in pairs
on standard gauge lines.
† VARIABLE OVERHANG
* SIDE RAIL SUPPORTHOLES AS NECESSARY.
* *
**
* *
Side Rails Zed Profile Sleeved System. For building with 2 bays or more.
The sleeved System optimises the use of steel by
incorporating sleeves at the penultimate rafter with a
staggered sleeving arrangement on internal bays.
The sleeved system caters for spans up to 15m
depending on the load to be applied and where the
cladding or liner tray offers adequate support by
virtue of its fixing, i.e. fixed according to the cladding
manufacturer’s instructions.
To enable the side rail and sleeve to nest together the
sleeve is inverted.
For full cleat details, see page 52.
Computer controlled production techniquesapply the client’s individual mark numbersto all rails automatically during themanufacturing process.
Zed Sleeved Side Rail SystemIntroduction
Zed
Slee
ved
Side
Rai
l Sys
tem
Intro
duct
ion
30
Double Span System
End Bay Rails are single span, with double span rails on
internal bay. The maximum double span rail length is
15m, therefore the maximum span between columns is
7.5m. A sleeve must occur at every joint position.
Typical single span arrangement indicating rail and sleeve positions.
Single Span System
Single span lengths can be supplied to suit individual
requirements. Penultimate rafter connections are sleeved
with a staggered sleeving arrangement on internal bays.
See opposite for individual mark number details
Load Tables -65 68
R1
R1
R1
R1
R1
R1
R3
R3
R3
R 2
R 2
R 2
R 2
R 2
R 2
R1x
R1x
R1x
R1x
R1x
R1x
R3
R3
R3
R1
R1
R1
R1
R1
R1
R3
R4
R3
R4
R3
R4
R4
R4x
R4
R4x
R4
R4x
R4x
R3
R4x
R3
R4x
R3
R1x
R1x
R1x
R1x
R1x
R1x
R1 R4 R4x R3 R1x
Typical double span arrangement indicating railand sleeve positions.
Consideration must be given to the handling
of longer lengths.
Zed Sleeved Side Rail SystemDetailing
Zed
Slee
ved
Side
Rai
l Sys
tem
Det
ailin
g
31Load Tables -65 68
CENTRE LINE OF COLUMNS
OVERALL LENGTH
CENTRE LINE OF COLUMNS
WIDE FLANGE WIDE FLANGE
NARROW FLANGE
CENTRE LINE OF COLUMNS CENTRE LINE OF COLUMNS
WIDE FLANGE
NARROW FLANGE
CENTRE LINE OF COLUMNS
WIDE FLANGE
WIDE FLANGE
WIDE FLANGE
NARROW FLANGE
NARROW FLANGE NARROW FLANGE
NARROW FLANGE
WIDE FLANGEWIDE FLANGE WIDE FLANGE
3 3
3232D D
32 32D D
C AB
C A
EF
3 32 D D D3232
3 32 D 3 3
3333
R1 and R1X (opposite hand)
R2
R3
R4 and R4X (opposite hand)
E
†
† VARIABLE OVERHANG‡
‡
General Detailing Information
� All web holes 18mm diameter for
M16 bolts.
� All dimensions in millimetres.
� Clearance between rails at all joints
is 6mm.
� All holes are pierced in pairs on
standard gauge lines.
F
50
50
50
50
50
60
60
G
614
714
834
954
1054
1354
1654
E
44
44
44
44
44
55
55
D
240
290
350
410
460
610
760
C
56
86
116
146
176
195
235
B
42
42
42
42
42
52
52
A
142
172
202
232
262
302
342
SLEEVED SYSTEMDetailing Dimensions in mm
70
70
G
70
* SIDE RAIL SUPPORTHOLES AS NECESSARY.
‡ 8 hole sleeve for 232 seriesand above, all others6 hole sleeve
*
* *
*
*
Zed ButtSide Rail System
Zed
Butt
Side
Rai
l Sys
tem
32
Side Rails - Zed Profile Butt System suitable forbuildings with single bays or more.
The Butt System offers a simple cleat connection and is
intended for smaller buildings, short or uneven span or
light loading conditions.
This system can cater for single bays, therefore can be
used in conjunction with other systems detailed in this
brochure, or as a system in its own right.
The Butt system caters for spans up to 15m depending
on the load to be applied and where the cladding or
liner tray offers adequate lateral support by virtue of
its fixing, ie fixed according to the cladding
manufacturer’s instructions.
For full cleat details see page 52.
Computer controlled production techniques applythe clients individual mark numbers to all railsautomatically during the manufacturing process.
R1
R1
R1
R1
R1
R1
R1
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R2
R1x
R1x
R1x
R1x
R1x
R1x
R1x
Typical single span indicating the rail position
Single Span Layout
Single span lengths plus a variable overhang at each end.
General Detailing Information
� All web holes 18mm diameter for M16 bolts.
� All dimensions in millimetres.
� Clearance between rails at all joints is 6mm.
� End fixing holes are supplied as shown, other 18mm
diameter holes which may be required are normally
pierced in pairs on standard gauge lines.
70
SINGLE SPAN33
F
OVERALL LENGTH
A C
B
OVERALL LENGTH32 32
CL CLCL
R1 and R1X (opposite hand) R2
* SIDE RAIL SUPPORT HOLESAS NECESSARY
C
56
86
116
146
176
195
235
B
42
42
42
42
42
52
52
F
50
50
50
50
50
60
60
A
142
172
202
232
262
302
342
BUTT SYSTEM DetailingDims in mm
Load Tables -69 71
* *
Vertical CladdingRestraint Requirements
Verti
cal C
ladd
ing
Rest
rain
t Req
uire
men
ts
33
Side Rail systems can be supported by the inclusion
of diagonal tie wires or suspended from a suitable
eaves beam as shown.
Recommended sequence of Erection:-1. Fix bottom rail (R1) and sleeves if required.
2. Provide temporary props (▲) to ensure a level
line is achieved.
3 Fix second rail (R2) and sleeves if required.
4 Fix side rail supports and diagonal tie wires
between R1 & R2 to ensure a level line is
achieved to both rails.
Temporary props (▲) may now be removed unless
support is solely taken from the eaves beam.
5. Fix the remaining rails and side rail supports
progressively up the side of the building.
R1
R2
Eaves Beam
SRS
DTW
7.5m
max
R1
R2SRSSRS
DTW
10m
max
10m
max
2.5m
max
10.1m < SPANS ≤ 15m
6.1m < SPANS ≤ 10.1m
Additional Side Rail Supports
*Maximum heightsindicated are based ona total cladding weightof 15kg/m2 on elevation.For heavier claddingsthe maximum heightmay be derived on apro-rata basis.
**In all cases if theheight to eaves exceedsthe maximumrecommended height,additional tie wiresmust be included asshown.
� Stiffener Cleatpage 21
If the diagonal tie wire
angle � falls below 25o,
additional side rail
supports should be
included.
�>25o
�<25o
Eaves Beam
R1
R2
C-Sectionor Zed
Side Rails
C-Sectionor Zed
Side Rails
C-Sectionor Zed
Side Rails
SRSSRS
DTW
3.2m < SPANS ≤ 6.1m
2.5m
max
2.5m
max
✘
✓
**
**
**
*
*
*
�
� �
Vertical CladdingRestraint Fixing Details
Verti
cal C
ladd
ing
Rest
rain
t Fix
ing
Deta
ils
34
Metsec diagonal tie wires provide significant benefits
in terms of both drawing office detailing and site
erection time. They are delivered fully assembled to
avoid the possibility of lost items on site. The assembly is
protected by galvanising and is provided with adjustable
ends for easy erection. To enable length of diagonal tie
wire to be determined, the depth between rails (B) and
the distance between rail holes (A) must be given.
Metsec will ensure the correct length is supplied.
A 70 70
DTW DTW
V1
35 35SPAN - 105
2
A
COLUMN CENTRES(SPAN)
(SPAN)
(SPAN)
COLUMN CENTRES
COLUMN CENTRES
B (Rail Crs)
Holes incleat
Holes in rails
SPAN - 1052
SRSSRSDTW DTWV2V5
Holes incleat
Holes in rails
SRS
SRSSRSSRS
DTW DTW DTW DTWV3V6
V4V7
Holes incleatHoles in rails
Holes in rails
Radial slots in the endbrackets accommodateangles between 250 and 650.
B (R
ail C
rs)
B (Rail Crs)
A35 70 70 35A
A35 7070 7070 35A A A7070
It is important that the end bracket is alwaysbolted to the cleat hole nearest the Stanchion.
3.2m < SPANS ≤ 6.1m
6.1m < SPANS ≤ 10.1m
10.1m < SPANS ≤ 15m
SPAN - 1053
SPAN - 1053
SPAN - 1054
SPAN - 1404
SPAN - 1404
SPAN - 1054
SPAN3
Vertical CladdingRestraint Fixing Details
Verti
cal C
ladd
ing
Rest
rain
t Fix
ing
Deta
ils
35
Side rail supports are bolted between
the lines of side rails in accordance
with the recommendations shown.
* Standard gauge lines.
Side rail supports are fully assembled
from pre-galvanised material.
SRS denotes Side Rail Supports
DTW denotes Diagonal Tie Wires
28 28* 28 28*
Face to faceof rails
(2.5m max)
45x45x2
142-262 series 302&342 series
100M12
V1
V2
DTW DTW
To Cleat boltsnearest to column face
To Cleat boltsnearest to column face
Sheeted face
To Cleat boltsnearest to column face
SRS
SRS
Sheeted face
Sheeted face
Sheeted face Sheeted face
V3 V4
To Cleat boltsnearest to column face
B4/1
7070
V6 302 and 342 series
To Cleat boltsnearest to column face
SRS
Sheeted face
V5 302 and 342 series
To Cleat boltsnearest to column face
Sheeted face
V7 302 and 342 series
SRS
DTWDTW
DTWDTW
DTW
DTWDTW
DTWDTW
DTW
SRS SRS
SRS
70 70
7070 70 70 70
70 7070
Horizontal CladdingArrangements & Restraints
Horiz
onta
l Cla
ddin
g Ar
rang
emen
ts &
Res
train
ts
Rail alignment and cladding supportprovided by steelwork contractor
36
10m
max
3.2m < SPANS ≤ 6.1m
6.1m < SPANS ≤ 10.1m 10.1m < SPANS ≤ 15m
C Section Side Rails
C Section Side RailsC Section Side Rails
DTW
C-Sectionas vertical
support
C-Sectionor PJR
as verticalsupport
�>25o
�>25o
�>25o
DTW
DTW
= =
= = =
= = = =
C-Sectionor PJR
as verticalsupport
10m
max
7.5m
max
3.5m
max
3.5m
max
In order to achieve the alignment tolerances asssociated
with some horizontal cladding systems it is recommended
that C-Section side rails are used in conjunction with
Horizontal Cladding Support (HCS) or Panel Joint Rail
(PJR) as vertical supports.
The maximum spacing of vertical supports to horizontal
panels is shown and is necessary to provide adequate
restraint to the rails. If this cannot be achieved then
please refer to Metsec for advice.
Sequence of erection of the side rails, side rail supports
and diagonal tie restraints similar to the
recommendations shown on pages 33 to 35 inclusive.
HORIZONTAL CLADDING SUPPORT (HCS)with rivetted end cleats
*
* *
*Maximum heights indicated are based on a totalcladding weight of 15kg/m2 on elevation.For heavier claddings the maximum height maybe derived on a pro-rata basis.
Horiz
onta
l Cla
ddin
g Pa
nel S
uppo
rt De
tails
37
C-SECTIONINTERMEDIATE SUPPORT TO PANEL
PJR SUPPORT AT JOINT IN PANEL
142
120
140CLADDING FACE
56
13
18
64
18
For economy it is recommended that Metsec Horizontal
Cladding Support (HCS) with riveted end cleats are
used as vertical supports to the horizontal cladding
panels.
Joints in panels may require a wider flange for fixing
purposes which can be provided by using a Metsec
Panel Joint Rail (PJR).
Alignment of the steel face can easily be achieved by
adjustment of the horizontal rails on slotted cleats at
stanchion positions.
Metsec have carried out comprehensive testing at
Strathclyde University to verify the adequacy of this
type of support without slip under the required load.
See page 38 for test results.
Horizontal CladdingPanel Support Details
13
PANEL JOINT RAIL (PJR)with rivetted end cleats
SPAN(Rail Crs.) Pressure Suction Deflection
m Span/150
1.6 19.67 13.15 33.36
1.8 17.48 11.68 26.36
2.0 15.74 10.52 21.35
2.2 14.30 9.56 17.64
2.4 13.11 8.76 14.82
2.6 18.07 9.93 15.51
2.8 16.78 9.22 13.37
3.0 15.66 8.61 11.65
3.2 14.68 8.07 10.24
3.4 13.82 7.59 9.07
3.6 13.05 7.17 8.09
SAFE WORKING LOADS (kN)ON PJR AND HCS
PJR gauge up to 2.5m span = 1.6mm, otherwise 2.0mm.
Horiz
onta
l Cla
ddin
g Al
ignm
ent
38
Tighter tolerances are associated with some of the
horizontal cladding systems in today’s market.
These tolerances can be achieved by using Metsec
C-Section rails supported on cleats with slotted holes.
Metsec have carried out comprehensive testing at
Strathclyde University to support the use of slotted
cleats without slip under the required loads.
The recommended torque on a Grade 8.8 bolt is 244Nm.
The results of these tests are shown in the table below
and are applicable to Metsec components.
Rail Max wind Dimensions forseries Load required Test Load Torque Detailing (mm)
(kN) (kN) (Nm) D1 D2
142 34.3 45 100 150 56172 45.3 52.5 125 180 86202 49.3 52.5 125 210 116232 52.3 60 150 240 146262 68.3 75 200 270 176302 74.4 82.5 225 310 195342 90.3 90 250 350 235
NB The use of Zed Section rails will reduce the maximum
allowable alignment permitted.
Slotted Cleats by others or to special order
Cleat reduced to clearflange/internal radius
302 & 342 SERIES
142 TO 262 SERIES
Nominal Cladding Face
Nominal Cladding Face
D273
D1
27ALIGNMENT
SLOTSSLOTS
18 ALIGNMENTD1
59 D2
36(x18)
SLOTS PERMITTED
45(x18)
SLOTS PERMITTED
COLUMN FACE
COLUMN FACE
CL CL
SLOTSCL SLOTSCL
Horizontal Cladding Alignment
Horiz
onta
l Cla
ddin
g Pa
nel J
oint
Rai
l Opt
ions
Horizontal CladdingPanel Joint Rail Options
39
NB The panel Joint Rail options shown are basedon a maximum panel length of 6m (longer panellengths are available). The details provided arefor guidance only and are intended to demonstratethe main principles which should be adopted.For simplicity, panels and column centres shouldbe compatible as shown.
Option 1 preferredPanel joints at columnlocations. C-Sectionsupport / restraint atmid span.
BA = SPAN - 135
2B = RAIL CRS
PJR C-SECTION PJR
3.2m < SPAN ≤ 6mCENTRES OF COLUMNS
A35 100 100 A 35 3535
Sheeted face
TOP CLEAT BOTTOM CLEAT
Sheeted face Sheeted face
Option 2Panel joints at mid span,C-Section suppports atcolumn locations ifrequired or otherwiseomit.B
C-SECTION C-SECTION
3.2m < SPAN ≤ 6m
A35 35 100 100 A 35 35
Sheeted face Sheeted face
CL PJR & COLUMN CL PJR & COLUMN
CENTRES OF COLUMNS
To Cleat boltsnearest to column face
To Cleat boltsnearest to column face
To Cleat boltsnearest to column face
To Cleat boltsnearest to column face
CL PJR & JOINT IN PANELS
* This detail cannot be used in conjunction withMetsec’s standard BOC or WOC cleats
* *
A = SPAN - 1352
B = RAIL CRS
Horizontal CladdingPanel Joint Rail Options
40
PJR C-SECTIONC-SECTION
PJR C-SECTION PJR
6.0m < SPAN ≤ 12m
A335 100 100 A4 100 100
B
35
6.0m < SPAN ≤ 12m
A335 100 A4 100 10035
Sheeted face Sheeted face
Option 3Panel joints at 1/3 span and alternate column locations.C-Section support/restraint at 1/3 span. C-Sectionsupport at column if required or otherwise omit.
Horiz
onta
l Cla
ddin
g Pa
nel J
oint
Rai
l Opt
ions
C-SECTIONC-SECTION PJRPJR
6m < SPAN ≤ 9m
A135 100 A2CENTRES OF COLUMNS
CENTRES OF COLUMNS
CENTRES OF COLUMNS
A1100 353535
Sheeted face
Sheeted face
Sheeted face
Sheeted face Sheeted face Sheeted face
B
B
TOP CLEAT
To Cleat boltsnearest to column face
TOP CLEAT
To Cleat boltsnearest to column face
To Cleat boltsnearest to column face
NB The panel Joint Rail options shown are based on amaximum panel length of 6m (longer panel lengths areavailable). The details provided are for guidance only
100
* See notepage 39
*
A1 = SPAN - 1353
A2 = SPAN3
B = RAIL CRS
Horizontal CladdingPanel Joint Rail Options
Horiz
onta
l Cla
ddin
g Pa
nel J
oint
Rai
l Opt
ions
41
PJR C-SECTION
C-SECTION PJR
A4 A3 35 35100 100
Option 5 preferredPanel joints at midspan andat column locations.C-Section supports/restraintsat 1/4 points on span.
Option 6Panel joints at 1/4 span.C-Section supports/restraintsat midspan.C-Section supportat columns if requiredor otherwise omit.
A4 A3100100 3535
Option 4Panel joints at 1/3 span and alternate column locations.C-Section support/restraint at 1/3 span. C-Sectionsupport at column if required or otherwise omit.
C-SECTION PJR C-SECTION PJR
CENTRES OF COLUMNS
6m < SPAN ≤ 9m
A135 100 A2 A1100 353535
Sheeted face Sheeted face
B
To Cleat boltsnearest to column face
and are intended to demonstrate the main principleswhich should be adopted. For simplicity, panels andcolumn centres should be compatible as shown.
BOTTOM CLEAT
Sheeted face
*
*
A1 = SPAN - 1353
A2 = SPAN3
B = RAIL CRS
A3 = SPAN - 1354
A4 = SPAN - 2004
B = RAIL CRS
A3 = SPAN - 1354
A4 = SPAN - 2004
B = RAIL CRS
Horizontal CladdingArrangements & Restraints
Horiz
onta
l Cla
ddin
g Ar
rang
emen
ts &
Res
train
ts
42
Rail alignment by steelwork contractor.Cladding support provided by sheetingcontractor
Vertical top hat sections supplied and fixed to the side
rails by sheeting contractor.
NB It is reccommended that top hats are positioned
close to the vertical side rail supports to avoid undue
twisting of the rails with some of the heavier cladding
systems.
Fixing and erection of the side rails, side rail supports
and diagonal tie restraints in accordance with the
recommendations shown on pages 33 to 35 inclusive.
SRS
TOP HATS
3.2m < SPANS ≤ 6.1m
C Section Side Rails
6.1m < SPANS ≤ 10.1m
C Section Side Rails
10.1m < SPANS ≤ 15m
C Section Side Rails
Top hats fixedto horizontal side railsby sheeting contractor
C-Section Side Rails
Side Rail Support
DTW
TOP HATS
TOP HATS
SRS SRS
SRS SRS SRS
Parapet Posts
Para
pet P
osts
43
Parapet Posts can be
constructed from back
to back C-Sections to
form a compound
member complete with
all cleats.
Supplied as single
components for on-site
assembly before lifting
into position. C-Section
compound parapet
posts offer significant
cost savings against
conventional hot rolled
steelwork.
Parapet posts are fixed
directly to the columns,
with 8mm stand off
packs to maintain the
sheeting line.
All necessary sheeting
rails can be connected
to the parapet post by
using standard inset
rail cleats fitted to the
compound section prior
to lifting into position.
For further guidance
on the use and
applications of
C-Section parapet posts
please consult our
design department.
X
Purlins
MetsecColumn Ties
Pre-assembledparapet post
bolted directly tocolumn flange
Compound Parapet Postwith fitted cleats
Rails
Inset Rail Cleat
InsetRail Cleat
StiffenerCleat
View on ‘X’
Verticalslots in
cleat onlyto facilitateassembly
Y
Purlins
MetsecColumn Ties
Compound Parapet Post
Rails
Inset Rail Cleat
InsetRail Cleat
Columnwebplates(byOthers)
Packer Plates(by Others)
Column webplates
(by Others)
View on ‘Y’
PRE-ASSEMBLED (BY OTHERS)
INSITU ASSEMBLY
Window TrimmersW
indo
w T
rimm
ers
44
Used in conjunction with C-Section side rails, C-Section
window trimmers provide the necessary surface fixings
for windows, claddings and associated flashings.
The window trimmer should ideally be of the same
depth as the main supporting rail and be connected
using standard trimmer cleats. Counterformed holes
provide the necessary unobstructed fixing surface.
HeadRail
Cill Rail
Diagonal Tie wire
C-Section vertical strutbelow window
(Detail 2)
Full depth C-Section jamb(Detail 1)
Section on A - A
C-Section Rail
CounterformedHoles
Trimmer cleat
Cladding by others
StandardPacking Plate
C-Section vertical jamb
The sketch shows a complex arrangement of windows within a wallelevation, and illustrates how each bank of windows requires a systemof diagonal tie bracings in combination with vertical C-section struts.
Pre-fixed cleats on lengthsup to 2.5m
100 C 12C-Section strut
Counterformed Holes
HorizontalCladding Rail
Standard TrimmerCleat to suit
compatible SideRail and
C-Section strut
Jamb Connection(Detail 1)
Strut Connection(Detail 2)
Standard Packing Plate
C-Section Rails
A A
Door Posts
Door
Pos
ts
45
C-Section Door Post
Zed Profileor C-Section Side Rails
A A
C-Section Door Header
Metsec C-Sections can be used to provide trimming
to personnel doors.
C-Sections are connected to the framework of
the cladding rail system using compatible depths of
sections, and standard trimmer cleats.
The use of counterformed holes provide an
unobstructive surface for the fixing of door jamb
or head rails.
Head Rail Connection
C-Section Cladding railscan be used toeingup or down
Vertical C-SectionStandard Trimming Cleat
View on A-ACounterformed HolesDoor Jambs
by others
Metsec Z or C-Section Side Rails
Vertical Door Post, same seriesas supporting side rail
Standard Packing Plate
Trimmer Cleat
Front Elevation
Firewall Restraint SystemDetails
Fire
wal
l Res
train
t Sys
tem
Det
ails
46
Length of rail
Special cleatwith slots
Standard Cleatplus sleeve (Clamped)
Special Cleatwith slots
Length of rail
Expansion Mode Expansion Mode
Even bay sleeved arrangement Single bay Butt arrangement
Standardcleat
End column
Special Cleatwith slots
Metsec Zed & C-Section Side Rail Systems combined
with the appropriate fire resistance wall cladding system
have performed satisfactorily in fire tests up to 4 hours
duration. The period of fire resistance is dependant
upon the construction and materials used in the fire
wall cladding, therefore certification for the fire
resistance period should be obtained from the cladding
supplier. Accessories and column stays need no facility
for expansion and are supplied as standard items.
In isolation, the Eaves beam is part of the roof system
and therefore need not be fire protected, however, if the
rail system is suspended from this beam then it forms
part of the rail system and requires fire protection.
The end bay, grids (5) to (6) is designed as a butt
system keeping the depth of section similar to the rest
but increasing the gauge to maintain rail centres.
The philosophy of rail expansion under fire, is that
with the sleeved system the rail is locked at the sleeved
position and expansion occurs to the left and to the
right of this connection into the slotted position and
expansion occurs to the left and to the right of this
connection into the slotted cleats. Whereas with the
butt system one side is locked and the free end is
allowed to expand into the slotted cleat.
Utilising the standard slotted cleat detail, the rail length
for both systems equates to the distance of column to
column less 35mm. When cleating, clearance between
ends of rails should be increased to allow for expansion
of the corresponding system, as shown.
Slotted Cleat Detail
The side rail to be used should be selected from theSleeved Rail load tables on pages 65-68
The side rail to be used should be selected from theButt Rail load tables on pages 69-71
30 32 35 26
CL
Standard gauge lines
50 (x18)Slot
3 2 3 2 3 1
Firewall Connection Arrangement1 2 3 4 5 6
CONNECTION DETAILS1 Standard Butt Connection2 Standard Sleeve Connection (Sleeve Arrangement is not to be staggered)3 Butt Connection with slotted holes in cleats (see slotted cleat detail).
Under fire conditions the rails expand. To achieve the
necessary movement the column fixing cleat should be
slotted longitudinally. All fixing bolts should be fitted with
combustible washers which collapse under heat, thus
loosening the bolts and allowing expansion. This reduces
distortion and buckling of the rail, ensuring integrity of the
wall construction.
The diagrams illustrate an odd bay arrangement
of rails for a fire wall. Grids (1) to (5) are designed as
sleeved systems with the sleeves and standard cleats
positioned on the same column lines, simplifying detailing
and keeping one type of cleat on each column. The slotted
cleats are positioned at alternate columns.
Steel Washer
Slotted holes
Combustible Washer
Rail
M16 Bolt
Steel Washer
Sheeting Posts
Shee
ting
Post
s
47
Gable Rafter
End Cleat byFabricator
Inset RailConnection
28 28
28
Restraint Stay Holes Ø 18mm
45 x45 x 2 Restraint
Stay
The MetSPEC design software can be used
to select these sections. Capacities have
been derived by calculation in accordance
with BS 5950 Part 5.
Compound back to back ‘C’ Sections are
used for these members as shown.
To make compound, the sections are
connected together in the web with pairs of
bolts (washer under bolt head and nut) at
spacings along the sections as stated in
the program with all bolts on standard web
gauge lines.
The post must be adequately fixed to the
main structure at the top and bottom to
provide an effective height factor of 0.85H.
Connection at the ends to be via 2 or 4 bolts
in web on standard web gauge lines.
The fabricator should ensure that the end
bracket supporting the sections is suitable
for the load to be carried. Restraint stays
may be required, the spacings of these is as
determined by the ‘MetSPEC’ Software.
All fixing bolts are to be M16 Grade 8.8
plated bolts complete with washers.
N.B. Maximum capacity is achieved using
a washer under both bolt head and nut for
connection of the sections to the supports
at ends, the Software allows for a choice
of one or two washers per nut/bolt
combination.
65
40 25
25
25
3060
30Restraint
Stay Cleat
Holes Ø 18mm
AA
B B
C C
Detail showing side rail connection to the outer flangeof the compound sheeting post
StayCleat 40
Gable Rafter
End Cleat by Fabricator2 or 4 bolts connection tosuit design specification
MetsecCompoundGable Post
Metsec Rails
Cleader Angle
Metsec Zed Purlin
Wind BracingW
ind
Brac
ing
48
Suggested cleat connection detail (roof bracing)
C-Section Tension member
Compound C-Section Compression member
Typical arrangement for C-Section Compressionand Tension Wind Bracing members
Typical End Bays Plan on Roof
Compound Compression Members
Tension Members
Optional Tension Members
CL CL
Tension Members may be single or back to back C-Sections
Metsec C-Sections can be used for applications where
axial tension or compression loads are to be carried,
The MetSPEC Design Software can be used to select
these sections.
Capacities have been derived by calculation in
accordance with BS 5950 part 5.
The capacities are for axial compression or tension
loads only and do not take into account bending
moments other than those due to self weight or end
connection eccentricity, (i.e. gutters etc to be supported
on other members). Connection of sections to support
brackets at the ends must be via the web.
Back to back compound C-Sections are used for all
compression loads. Compound sections are connected
with pairs of bolts (washer under bolt head and nut)
on standard web gauge lines equally spaced as
determined by the MetSPEC Software.
Tension load capacities are for single or back to back
members all connected at ends to supports via the web.
The fabricator should ensure that the gusset or end
bracket supporting the sections is suitable for the load
carried. All fixing bolts are to be M16 grade 8.8 plated
bolts complete with washers.
NB:- Maximum capacity is achieved with a washer
under both nut and bolt head, a reduction in capacity
is involved if only one washer is used. End connection
bolts to support brackets are in pairs on standard web
gauge lines, the Software gives a choice of two or
four bolts.
Side Elevation
Lightweight Access Walkways
Ligh
twei
ght A
cces
s W
alkw
ays
49
Lightweight Access Walkways constructed with Metsec
components have been used on many internal
applications offering the advantages of less weight
and ease of erection in areas of limited access as the
components can be delivered ready for assembly.
The main span beams consist of C-sections with lateral
members giving torsional restraint at handrail
standard positions which must be cleated off the webs
of the C-s as illustrated.
Note:- For guidance on C-section sizes, contact the
Metsec Purlin Design Office.
Flooring and handrails by others
Horizontal C-section strutsat handrail standard positions
LongitudinalC-sections
Hot Rolled Cleats to beam
DETAIL AT SUPPORT
DETAIL WITHIN SPAN
Services SupportsSe
rvic
es S
uppo
rts
50
There are many different types of services support clips
available in today’s market. When fixing either to Zed
profile or C profile sections, the most common types and
application are shown in the diagrams.
The maximum recommended safe working loads given
in the table below are intended for guidance only. They
are for roof pitches less than 12o and will be conservative
for some of the more innovative or heavy duty clips
available. Please refer to the clip manufacturer for
advice.
NB Beware of published clip load capacities as these
may be for the clip only. Unacceptable movement of the
purlin flange particularly on steep slopes may cause slip
or failure of the fixings.
An equivalent service load used for the design of the
purlins may be calculated as follows:-
Point loads from services = 25kg at 1.2m spacing
Purlin centres = 1.8m
Equivalent service load = 25 x 9.81 x 10-3= 0.114kN/m2
1.2 x 1.8
By using a Metstrut channel fixed between purlin lines,
loads can be evenly distributed as shown in detail D.
C-Section Trimming DetailUsing standard gauge line holes, a channel or angle
trimmer can be fitted and used to carry heavier or large
pieces of equipment as shown in detail E.
An allowance should be made when selecting sections
from the design load tables if services are to be hung
from the purlins, either as a uniformly distributed load
for a small service load or a point load if the load is of a
large magnitude. Our engineers are available to advise
on purlin selection for unusual cases.
Metsec manufacture a comprehensive selectionof channel sections, brackets, clips and fastenersfor use in support of Mechanical and Electricalservices, contact Metstrut sales hotline on0121 601 6077 or visit our website onwww.metsec.com
Light -Medium
Duty
Light -Medium
Duty
LightDuty
HeavyDuty
(web fix)
Metsec Purlin with shallowtray and lid to bottom flange
Detail D
Proprietary duct systems and dust covers are available
for simplicity and rapid installation of electrical services.
PROFILE SAFE WORKINGGAUGE (mm) LOAD (kg)
1.3 101.4 121.5 151.6 151.8 202.0 252.3 302.5 352.9 503.2 60
Detail E
Dust covers are simply
installed on site and have
the ability to also contain
cables.
Suspended Ceiling Supports
Susp
ende
d Ce
iling
Sup
ports
51
In many buildings there is a requirement for the
provision of a suspended ceiling. Metsec C-Sections
provide an economical and efficient solution.
The MetSPEC design software can be used to select
these sections.
C-Sections being lightweight are easy to handle and erect
in both simple and difficult locations.
Pre-engineered components give fast build construction in
minimum time, however, if necessary materials can be
supplied unpierced for on site manipulation.
The lateral support member shown is bolted on standard
gauge lines.
Metsec manufacture a comprehensive selectionof cold rolled channels, tees and angles etc, usedin the support of ceiling tiles/boarding.
Please Contact the Hepsec sales hotline on 02476 585600 or visit our website on www.metsec.com
Ceiling Board/Panel
Primary Supporting Steel
Suspended Ceiling Grid
Suspension Wire
C-Section
Fixing Cleat
Lateral SupportMember
One row of lateral support is required at mid span upto and including 6.1m. Two rows of lateral supports onlarger spans fitted at 1/3 span positions.
In all cases it is essential to secure the Lateral Support
members to the perimeter wall or structural member to
prevent lateral movement of the entire ceiling grid.
CleatsStandard Zed & C-Section
Clea
ts S
tand
ard
Zed
& C
-Sec
tion
52
Series 142-262WELD-ON
Series 142-262BOLT-ON
Series 302 & 342WELD-ON or BOLT-ON
A C
B
A C
D
F
E70
27
4 max
130
D 70130
6
E
F
B
A C
B
27
4 max
70
13065656565657575
142172202232262302342
CLEAT REF. A
130160190220250280320
B*
50505050506060
C
5686116146176195235
D
35353535354040
E F
6668888
All Holes ø 18mm
Metsec standard purlin cleats are suitable for all
normal applications on purlins and side rail systems.
For abnormal loadings in tiled roof/steep slopes cleats
should be stiffened.
Special cleats can be supplied by arrangement.
Finish
1. Black bare metal for welding or bolting.
2. Hot dipped galvanised for bolting.
* Variable height cleats can be supplied if required.
Dimension B = 142 max.
Sheeting Post Cleats/Side Rail Closers
Shee
ting
Post
Cle
ats/
Side
Rai
l Clo
sers
53
F
A
6
22 CRS35
70
E
30
Gable Post Inset Rail CleatTo Special Order
35 22
32
E
10
Flush Cladding
Metsec Inset Rail CleatRAIL
70
Detail of Closer
18X
44 32 32D + 64 = OVERALL LENGTH
D
Hole Ø 18mm
SECTION 142 - 262
40
302 & 342
51DIM. X
22 22CB
A
30
3060
D
Trimmer CleatAll trimming cleats are 3mm galvanised steel, suitable for compatibledepths of Zed Profile and C-Section, i.e. 202. Z. to 202. C. etc.
30
3
142.IRC.172.IRC.202.IRC.232.IRC.262.IRC.
SECTION SERIES A CRS100130160190220
5686
116146176
GABLE POST INSET RAIL CLEATS
142.TC.172.TC.202.TC.232.TC.262.TC.302.TC.342.TC.
CLEAT REF. A B C D126136136142146156166
5686
116146176195235
100130160190220239279
96106106112116126136
BUILDING SHELL TRIMMER CLEATS
Overall length of closer = Column width + 84
Designed to accommodate
various sheeting lines
to achieve architectural
features by simply
supporting rails between
columns.
Side RailCloser
E = COL WIDTH - COL WEB + 422 2
F = E + 30
LOAD TABLESIntroduction to Load Tables
LOAD TABLESZed Purlin Sleeved System
LOAD
TAB
LES
- Zed
Pur
lin S
leev
ed S
yste
m
54
1000 1200 1500 1800 2000 2400 0 1 2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING in kN/m2
PURLIN CENTRES in millimetresTOTALU.D.L.
kNSPAN180
SPAN360
DEFLECTION
ULTIMATE U.D.L. IN kN/SPAN
DOWNLOAD
Uplift - Metal CladdingNumber of Anti Sag Rods
SPAN 4.0m142 Z 13 2.94 10.02 2.50 2.09 1.67 1.39 1.25 1.04 11.62 5.81 16.19 12.14 16.19 16.19
142 Z 14 3.16 11.30 2.83 2.35 1.88 1.57 1.41 1.18 12.49 6.24 18.26 13.23 18.26 18.26
142 Z 15 3.38 12.58 3.15 2.62 2.10 1.75 1.57 1.31 13.33 6.67 20.32 14.29 20.32 20.32
SPAN 4.5m142 Z 13 2.94 8.88 1.97 1.64 1.32 1.10 0.99 0.82 9.41 4.71 14.39 10.18 14.39 14.39
142 Z 14 3.16 9.97 2.22 1.85 1.48 1.23 1.11 0.92 10.11 5.06 16.23 11.12 16.23 16.23
142 Z 15 3.38 10.65 2.37 1.97 1.58 1.31 1.18 0.99 10.80 5.40 18.06 12.03 18.06 18.06
142 Z 16 3.60 11.33 2.52 2.10 1.68 1.40 1.26 1.05 11.49 5.74 19.88 12.90 19.88 19.88
172 Z 13 3.35 11.16 2.48 2.07 1.65 1.38 1.24 1.03 14.83 7.41 18.07 12.03 18.07 18.07
172 Z 14 3.60 12.66 2.81 2.34 1.88 1.56 1.41 1.17 15.93 7.96 20.48 13.14 20.48 20.48
SPAN 5.0m142 Z 13 2.94 7.65 1.53 1.27 1.02 0.85 0.76 0.64 7.79 3.90 12.95 8.80 12.95 12.95
142 Z 14 3.16 8.22 1.64 1.37 1.10 0.91 0.82 0.68 8.37 4.19 14.61 9.63 14.61 14.61
142 Z 15 3.38 8.77 1.75 1.46 1.17 0.97 0.88 0.73 8.94 4.47 16.26 10.42 16.26 16.26
142 Z 16 3.60 9.33 1.87 1.56 1.24 1.04 0.93 0.78 9.51 4.75 17.89 11.18 17.89 17.89
172 Z 13 3.35 10.02 2.00 1.67 1.34 1.11 1.00 0.84 12.29 6.14 16.26 10.17 16.26 16.26
172 Z 14 3.60 11.37 2.27 1.89 1.52 1.26 1.14 0.95 13.20 6.60 18.43 11.13 18.43 18.43
172 Z 15 3.85 12.72 2.54 2.12 1.70 1.41 1.27 1.06 14.10 7.05 20.62 12.06 20.62 20.62
172 Z 16 4.10 14.09 2.82 2.35 1.88 1.57 1.41 1.17 15.01 7.50 22.82 12.96 22.82 22.82
202 Z 14 3.93 13.54 2.71 2.26 1.81 1.50 1.35 1.13 18.56 9.28 21.93 11.35 21.93 21.93
202 Z 15 4.21 15.19 3.04 2.53 2.02 1.69 1.52 1.27 19.84 9.92 24.59 12.30 24.59 24.59
SPAN 5.5m142 Z 14 3.16 6.88 1.25 1.04 0.83 0.69 0.63 0.52 7.05 3.52 13.28 8.49 13.28 13.28
142 Z 15 3.38 7.34 1.34 1.11 0.89 0.74 0.67 0.56 7.53 3.76 14.78 9.20 14.78 14.78
172 Z 13 3.35 9.08 1.65 1.38 1.10 0.92 0.83 0.69 10.36 5.18 14.79 8.84 14.79 14.79
172 Z 14 3.60 10.30 1.87 1.56 1.25 1.04 0.94 0.78 11.13 5.56 16.76 9.69 16.76 16.76
172 Z 15 3.85 11.53 2.10 1.75 1.40 1.16 1.05 0.87 11.89 5.95 18.74 10.52 18.74 18.74
172 Z 16 4.10 12.43 2.26 1.88 1.51 1.26 1.13 0.94 12.65 6.33 20.74 11.31 20.74 20.74
202 Z 14 3.93 12.28 2.23 1.86 1.49 1.24 1.12 0.93 15.66 7.83 19.94 9.76 19.94 19.94
202 Z 15 4.21 13.77 2.50 2.09 1.67 1.39 1.25 1.04 16.74 8.37 22.35 10.59 22.35 22.35
202 Z 16 4.48 15.27 2.78 2.31 1.85 1.54 1.39 1.16 17.81 8.91 24.77 11.40 24.77 24.77
The load tables contained in this TechnicalHandbook are based on the criteria shown belowand are the results of extensive design and testing using the facilities and skills of theDepartment of Mechanical Engineering at theUniversity of Strathclyde.
Performance
The performance of the systems shown in this
Technical Handbook has been derived by calculation
in accordance with BS 5950-5, calibrated and proven
by full scale tests. Purlin load tables are valid up to
and including 25º roof slopes. For slopes greater than
25º use our MetSPEC Design Software.
Load Factors
LoadingDead load
Dead load restraining uplift or overturning
Dead load acting with wind and imposed loads combined
Imposed load
Imposed load acting with wind load
Wind load
Wind load acting with imposed load
Forces due to temperature effects
Drifting Snow
1.40
1.00
1.20
1.60
1.20
1.40
1.20
1.20
1.05
Factor
Wind Assessment
Wind loads are determined using BS 6399-2.
A fast, accurate and economical assessment of these loads
is easily carried out using our MetSPEC Design Software.
LOAD TABLESZed Purlin Sleeved System
LOAD
TAB
LES
- Zed
Pur
lin S
leev
ed S
yste
m
55
1000 1200 1500 1800 2000 2400 0 1 2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING in kN/m2
PURLIN CENTRES in millimetresTOTALU.D.L.
kNSPAN180
SPAN360
DEFLECTION
ULTIMATE U.D.L. IN kN/SPAN
DOWNLOAD
Uplift - Metal CladdingNumber of Anti Sag Rods
SPAN 6.0m172 Z 13 3.35 8.30 1.38 1.15 0.92 0.77 0.69 0.58 8.86 4.43 13.55 7.84 13.55 13.55
172 Z 14 3.60 9.30 1.55 1.29 1.03 0.86 0.78 0.65 9.52 4.76 15.36 8.60 15.36 15.36
172 Z 15 3.85 9.95 1.66 1.38 1.11 0.92 0.83 0.69 10.17 5.09 17.18 9.34 17.18 17.18
172 Z 16 4.10 10.58 1.76 1.47 1.18 0.98 0.88 0.73 10.82 5.41 19.01 10.05 19.01 19.01
202 Z 14 3.93 11.22 1.87 1.56 1.25 1.04 0.94 0.78 13.41 6.70 18.28 8.59 18.28 18.28
202 Z 15 4.21 12.59 2.10 1.75 1.40 1.17 1.05 0.87 14.33 7.17 20.49 9.33 20.49 20.49
202 Z 16 4.48 13.96 2.33 1.94 1.55 1.29 1.16 0.97 15.25 7.62 22.70 10.05 22.70 22.70
202 Z 18 5.02 16.65 2.77 2.31 1.85 1.54 1.39 1.16 17.07 8.54 27.05 11.41 27.05 27.05
202 Z 20 5.56 18.55 3.09 2.58 2.06 1.72 1.55 1.29 18.88 9.44 31.24 12.66 31.24 31.24
232 Z 15 4.79 15.00 2.50 2.08 1.67 1.39 1.25 1.04 20.96 10.48 24.40 13.06 24.40 24.40
232 Z 16 5.11 16.76 2.79 2.33 1.86 1.55 1.40 1.16 22.31 11.15 27.24 14.27 27.24 27.24
SPAN 6.5m202 Z 14 3.93 10.33 1.59 1.32 1.06 0.88 0.79 0.66 11.62 5.81 16.87 7.68 16.87 16.87
202 Z 15 4.21 11.59 1.78 1.49 1.19 0.99 0.89 0.74 12.42 6.21 18.91 8.35 18.91 18.91
202 Z 16 4.48 12.85 1.98 1.65 1.32 1.10 0.99 0.82 13.21 6.61 20.96 9.00 20.96 20.96
202 Z 18 5.02 14.47 2.23 1.86 1.48 1.24 1.11 0.93 14.79 7.40 24.97 10.22 24.97 24.97
202 Z 20 5.56 16.01 2.46 2.05 1.64 1.37 1.23 1.03 16.36 8.18 28.84 11.34 28.84 28.84
232 Z 15 4.79 13.81 2.12 1.77 1.42 1.18 1.06 0.89 18.17 9.08 22.52 11.61 22.52 22.52
232 Z 16 5.11 15.43 2.37 1.98 1.58 1.32 1.19 0.99 19.34 9.67 25.15 12.72 25.15 25.15
232 Z 18 5.73 18.72 2.88 2.40 1.92 1.60 1.44 1.20 21.67 10.83 30.46 14.92 30.46 30.46
SPAN 7.0m202 Z 15 4.21 10.58 1.51 1.26 1.01 0.84 0.76 0.63 10.87 5.43 17.56 7.55 17.56 17.56
202 Z 16 4.48 11.26 1.61 1.34 1.07 0.89 0.80 0.67 11.57 5.78 19.46 8.14 19.46 19.46
202 Z 18 5.02 12.61 1.80 1.50 1.20 1.00 0.90 0.75 12.95 6.48 23.19 9.25 23.19 23.19
232 Z 15 4.79 12.78 1.83 1.52 1.22 1.01 0.91 0.76 15.91 7.96 20.91 10.47 20.91 20.91
232 Z 16 5.11 14.29 2.04 1.70 1.36 1.13 1.02 0.85 16.94 8.47 23.35 11.48 23.35 23.35
232 Z 18 5.73 17.33 2.48 2.06 1.65 1.38 1.24 1.03 18.98 9.49 28.28 13.49 28.28 28.28
232 Z 20 6.34 20.36 2.91 2.42 1.94 1.62 1.45 1.21 21.00 10.50 33.19 15.45 33.19 33.19
262 Z 16 5.57 16.34 2.33 1.95 1.56 1.30 1.17 0.97 22.57 11.28 26.68 12.26 26.68 26.68
262 Z 18 6.25 19.96 2.85 2.38 1.90 1.58 1.43 1.19 25.29 12.64 32.54 14.44 32.54 32.54
SPAN 7.5m202 Z 18 5.02 11.07 1.48 1.23 0.98 0.82 0.74 0.61 11.44 5.72 21.64 - 21.64 21.64
202 Z 20 5.56 12.24 1.63 1.36 1.09 0.91 0.82 0.68 12.65 6.32 24.99 - 24.99 24.99
232 Z 15 4.79 11.89 1.59 1.32 1.06 0.88 0.79 0.66 14.06 7.03 19.52 - 19.52 19.52
232 Z 16 5.11 13.29 1.77 1.48 1.18 0.98 0.89 0.74 14.97 7.48 21.79 - 21.79 21.79
232 Z 18 5.73 16.13 2.15 1.79 1.43 1.19 1.08 0.90 16.77 8.39 26.40 - 26.40 26.40
232 Z 20 6.34 18.09 2.41 2.01 1.61 1.34 1.21 1.00 18.55 9.28 30.98 - 30.98 30.98
232 Z 23 7.26 20.67 2.76 2.30 1.84 1.53 1.38 1.15 21.20 10.60 37.60 - 37.60 37.60
262 Z 16 5.57 15.20 2.03 1.69 1.35 1.13 1.01 0.84 19.95 9.98 24.90 11.12 24.90 24.90
262 Z 18 6.25 18.58 2.48 2.06 1.65 1.38 1.24 1.03 22.36 11.18 30.37 13.13 30.37 30.37
262 Z 20 6.92 21.97 2.93 2.44 1.95 1.63 1.46 1.22 24.75 12.37 35.87 15.10 35.87 35.87
SPAN 8.0m232 Z 15 4.79 11.11 1.39 1.16 0.93 0.77 0.69 0.58 12.52 6.26 18.30 - 18.30 18.30
232 Z 16 5.11 12.42 1.55 1.29 1.03 0.86 0.78 0.65 13.33 6.67 20.43 - 20.43 20.43
232 Z 18 5.73 14.49 1.81 1.51 1.21 1.01 0.91 0.75 14.94 7.47 24.75 - 24.75 24.75
232 Z 20 6.34 16.03 2.00 1.67 1.34 1.11 1.00 0.83 16.52 8.26 29.04 - 29.04 29.04
232 Z 23 7.26 18.32 2.29 1.91 1.53 1.27 1.14 0.95 18.88 9.44 35.25 - 35.25 35.25
262 Z 16 5.57 14.21 1.78 1.48 1.18 0.99 0.89 0.74 17.78 8.89 23.34 - 23.34 23.34
262 Z 18 6.25 17.37 2.17 1.81 1.45 1.21 1.09 0.90 19.92 9.96 28.47 - 28.47 28.47
262 Z 20 6.92 20.54 2.57 2.14 1.71 1.43 1.28 1.07 22.05 11.02 33.62 - 33.62 33.62
LOAD TABLESZed Purlin Sleeved System
LOAD
TAB
LES
- Zed
Pur
lin S
leev
ed S
yste
m
56
1000 1200 1500 1800 2000 2400 0 1 2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING in kN/m2
PURLIN CENTRES in millimetresTOTALU.D.L.
kNSPAN180
SPAN360
DEFLECTION
ULTIMATE U.D.L. IN kN/SPAN
DOWNLOAD
Uplift - Metal CladdingNumber of Anti Sag Rods
SPAN 8.5m232 Z 16 5.11 11.53 1.36 1.13 0.90 0.75 0.68 0.57 11.95 5.98 19.23 - 19.23 19.23
232 Z 18 5.73 12.91 1.52 1.27 1.01 0.84 0.76 0.63 13.39 6.70 23.29 - 23.29 23.29
232 Z 20 6.34 14.29 1.68 1.40 1.12 0.93 0.84 0.70 14.82 7.41 27.33 - 27.33 27.33
232 Z 23 7.26 16.33 1.92 1.60 1.28 1.07 0.96 0.80 16.93 8.47 33.18 - 33.18 33.18
262 Z 16 5.57 13.32 1.57 1.31 1.05 0.87 0.78 0.65 15.95 7.97 21.97 - 21.97 21.97
262 Z 18 6.25 16.29 1.92 1.60 1.28 1.06 0.96 0.80 17.87 8.93 26.80 - 26.80 26.80
262 Z 20 6.92 19.20 2.26 1.88 1.51 1.26 1.13 0.94 19.78 9.89 31.65 - 31.65 31.65
262 Z 23 7.92 21.95 2.58 2.15 1.72 1.43 1.29 1.08 22.61 11.31 38.78 - 38.78 38.78
SPAN 9.0m232 Z 20 6.34 12.81 1.42 1.19 0.95 0.79 0.71 0.59 13.37 6.68 25.81 - - 25.81
232 Z 23 7.26 14.63 1.63 1.35 1.08 0.90 0.81 0.68 15.27 7.64 31.34 - - 31.34
262 Z 16 5.57 12.54 1.39 1.16 0.93 0.77 0.70 0.58 14.39 7.19 20.75 - - 20.75
262 Z 18 6.25 15.34 1.70 1.42 1.14 0.95 0.85 0.71 16.13 8.06 25.31 - - 25.31
262 Z 20 6.92 17.24 1.92 1.60 1.28 1.06 0.96 0.80 17.85 8.92 29.89 - - 29.89
262 Z 23 7.92 19.71 2.19 1.82 1.46 1.22 1.09 0.91 20.41 10.20 36.63 - - 36.63
262 Z 25 8.59 21.34 2.37 1.98 1.58 1.32 1.19 0.99 22.10 11.05 40.96 - - 40.96
302 Z 20 7.89 21.90 2.43 2.03 1.62 1.35 1.22 1.01 26.14 13.07 36.01 - 36.01 36.01
302 Z 23 9.04 27.37 3.04 2.53 2.03 1.69 1.52 1.27 29.91 14.96 44.91 - 44.91 44.91
302 Z 25 9.80 30.96 3.44 2.87 2.29 1.91 1.72 1.43 32.40 16.20 50.75 - 50.75 50.75
SPAN 9.5m262 Z 18 6.25 14.05 1.48 1.23 0.99 0.82 0.74 0.62 14.63 7.32 23.98 - - 23.98
262 Z 20 6.92 15.55 1.64 1.36 1.09 0.91 0.82 0.68 16.19 8.10 28.32 - - 28.32
262 Z 23 7.92 17.78 1.87 1.56 1.25 1.04 0.94 0.78 18.52 9.26 34.70 - - 34.70
262 Z 25 8.59 19.25 2.03 1.69 1.35 1.13 1.01 0.84 20.05 10.03 38.80 - - 38.80
302 Z 20 7.89 20.68 2.18 1.81 1.45 1.21 1.09 0.91 23.73 11.87 34.12 - 34.12 34.12
302 Z 23 9.04 25.86 2.72 2.27 1.81 1.51 1.36 1.13 27.15 13.58 42.55 - 42.55 42.55
302 Z 25 9.80 28.50 3.00 2.50 2.00 1.67 1.50 1.25 29.41 14.71 48.08 - 48.08 48.08
SPAN 10.0m262 Z 18 6.25 12.73 1.27 1.06 0.85 0.71 0.64 0.53 13.34 6.67 22.78 - - 22.78
262 Z 20 6.92 14.09 1.41 1.17 0.94 0.78 0.70 0.59 14.76 7.38 26.90 - - 26.90
262 Z 23 7.92 16.10 1.61 1.34 1.07 0.89 0.81 0.67 16.88 8.44 32.96 - - 32.96
262 Z 25 8.59 17.44 1.74 1.45 1.16 0.97 0.87 0.73 18.28 9.14 36.86 - - 36.86
302 Z 20 7.89 19.58 1.96 1.63 1.31 1.09 0.98 0.82 21.65 10.82 32.41 - 32.41 32.41
302 Z 23 9.04 23.88 2.39 1.99 1.59 1.33 1.19 0.99 24.77 12.38 40.42 - 40.42 40.42
302 Z 25 9.80 25.87 2.59 2.16 1.72 1.44 1.29 1.08 26.83 13.41 45.68 - 45.68 45.68
SPAN 10.5m302 Z 20 7.89 18.58 1.77 1.47 1.18 0.98 0.88 0.74 19.83 9.91 30.87 - 30.87 30.87
302 Z 23 9.04 21.76 2.07 1.73 1.38 1.15 1.04 0.86 22.69 11.34 38.50 - 38.50 38.50
302 Z 25 9.80 23.57 2.24 1.87 1.50 1.25 1.12 0.94 24.58 12.29 43.50 - 43.50 43.50
342 Z 23 10.13 27.38 2.61 2.17 1.74 1.45 1.30 1.09 31.60 15.80 45.27 - 45.27 45.27
342 Z 25 10.98 31.28 2.98 2.48 1.99 1.65 1.49 1.24 34.25 17.12 51.63 - 51.63 51.63
342 Z 29 12.68 38.18 3.64 3.03 2.42 2.02 1.82 1.52 39.49 19.74 64.10 - 64.10 64.10
342 Z 32 13.94 41.94 3.99 3.33 2.66 2.22 2.00 1.66 43.37 21.69 73.11 - 73.11 73.11
SPAN 11.0m302 Z 20 7.89 17.39 1.58 1.32 1.05 0.88 0.79 0.66 18.24 9.12 29.47 - 29.47 29.47
302 Z 23 9.04 19.89 1.81 1.51 1.21 1.00 0.90 0.75 20.87 10.43 36.75 - 36.75 36.75
302 Z 25 9.80 21.55 1.96 1.63 1.31 1.09 0.98 0.82 22.60 11.30 41.52 - 41.52 41.52
342 Z 23 10.13 26.05 2.37 1.97 1.58 1.32 1.18 0.99 29.08 14.54 43.21 - 43.21 43.21
342 Z 25 10.98 29.76 2.71 2.25 1.80 1.50 1.35 1.13 31.51 15.75 49.28 - 49.28 49.28
342 Z 29 12.68 34.96 3.18 2.65 2.12 1.77 1.59 1.32 36.33 18.16 61.18 - 61.18 61.18
LOAD TABLESZed Purlin Sleeved System
LOAD
TAB
LES
- Zed
Pur
lin S
leev
ed S
yste
m
57
1000 1200 1500 1800 2000 2400 0 1 2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING in kN/m2
PURLIN CENTRES in millimetresTOTALU.D.L.
kNSPAN180
SPAN360
DEFLECTION
ULTIMATE U.D.L. IN kN/SPAN
DOWNLOAD
Uplift - Metal CladdingNumber of Anti Sag Rods
SPAN 11.5m302 Z 20 7.89 15.94 1.39 1.16 0.92 0.77 0.69 0.58 16.83 8.42 28.18 - 28.18 28.18
302 Z 23 9.04 18.24 1.59 1.32 1.06 0.88 0.79 0.66 19.26 9.63 35.15 - 35.15 35.15
302 Z 25 9.80 19.76 1.72 1.43 1.15 0.95 0.86 0.72 20.86 10.43 39.72 - 39.72 39.72
342 Z 23 10.13 24.83 2.16 1.80 1.44 1.20 1.08 0.90 26.85 13.42 41.33 - 41.33 41.33
342 Z 25 10.98 27.85 2.42 2.02 1.61 1.35 1.21 1.01 29.09 14.55 47.14 - 47.14 47.14
342 Z 29 12.68 32.11 2.79 2.33 1.86 1.55 1.40 1.16 33.54 16.77 58.52 - 58.52 58.52
SPAN 12.0m302 Z 20 7.89 14.66 1.22 1.02 0.81 0.68 0.61 0.51 15.59 7.79 27.01 - 27.01 27.01
302 Z 23 9.04 16.77 1.40 1.16 0.93 0.78 0.70 0.58 17.83 8.92 33.69 - 33.69 33.69
302 Z 25 9.80 18.17 1.51 1.26 1.01 0.84 0.76 0.63 19.32 9.66 38.06 - 38.06 38.06
342 Z 23 10.13 23.68 1.97 1.64 1.32 1.10 0.99 0.82 24.87 12.43 39.61 - 39.61 39.61
342 Z 25 10.98 25.66 2.14 1.78 1.43 1.19 1.07 0.89 26.95 13.47 45.18 - 45.18 45.18
342 Z 29 12.68 29.58 2.46 2.05 1.64 1.37 1.23 1.03 31.07 15.54 56.09 - 56.09 56.09
342 Z 32 13.94 32.49 2.71 2.26 1.80 1.50 1.35 1.13 34.13 17.06 63.97 - 63.97 63.97
SPAN 12.5m302 Z 20 7.89 13.51 1.08 0.90 0.72 0.60 0.54 0.45 14.48 7.24 25.93 - 25.93 25.93
302 Z 23 9.04 15.46 1.24 1.03 0.82 0.69 0.62 0.52 16.56 8.28 32.34 - 32.34 32.34
302 Z 25 9.80 16.74 1.34 1.12 0.89 0.74 0.67 0.56 17.94 8.97 36.54 - 36.54 36.54
342 Z 23 10.13 21.87 1.75 1.46 1.17 0.97 0.87 0.73 23.11 11.55 38.03 - 38.03 38.03
342 Z 25 10.98 23.69 1.90 1.58 1.26 1.05 0.95 0.79 25.04 12.52 43.37 - 43.37 43.37
342 Z 29 12.68 27.32 2.19 1.82 1.46 1.21 1.09 0.91 28.87 14.44 53.84 - 53.84 53.84
342 Z 32 13.94 30.00 2.40 2.00 1.60 1.33 1.20 1.00 31.71 15.86 61.41 - 61.41 61.41
SPAN 13.0m302 Z 20 7.89 12.48 0.96 0.80 0.64 0.53 0.48 0.40 13.49 6.74 24.93 - 24.93 24.93
302 Z 23 9.04 14.28 1.10 0.92 0.73 0.61 0.55 0.46 15.43 7.71 31.09 - 31.09 31.09
302 Z 25 9.80 15.46 1.19 0.99 0.79 0.66 0.59 0.50 16.71 8.36 35.14 - 35.14 35.14
342 Z 23 10.13 20.24 1.56 1.30 1.04 0.86 0.78 0.65 21.53 10.76 36.56 - 36.56 36.56
342 Z 25 10.98 21.93 1.69 1.41 1.12 0.94 0.84 0.70 23.33 11.67 41.70 - 41.70 41.70
342 Z 29 12.68 25.28 1.94 1.62 1.30 1.08 0.97 0.81 26.90 13.45 51.77 - 51.77 51.77
342 Z 32 13.94 27.77 2.14 1.78 1.42 1.19 1.07 0.89 29.55 14.77 59.05 - 59.05 59.05
SPAN 13.5m342 Z 23 10.13 18.77 1.39 1.16 0.93 0.77 0.70 0.58 20.11 10.06 35.21 - - 35.21
342 Z 25 10.98 20.34 1.51 1.26 1.00 0.84 0.75 0.63 21.79 10.90 40.16 - - 40.16
342 Z 29 12.68 23.45 1.74 1.45 1.16 0.96 0.87 0.72 25.13 12.56 49.85 - - 49.85
342 Z 32 13.94 25.75 1.91 1.59 1.27 1.06 0.95 0.79 27.60 13.80 56.86 - - 56.86
SPAN 14.0m342 Z 23 10.13 17.44 1.25 1.04 0.83 0.69 0.62 0.52 18.83 9.42 33.95 - - 33.95
342 Z 25 10.98 18.90 1.35 1.12 0.90 0.75 0.67 0.56 20.41 10.20 38.72 - - 38.72
342 Z 29 12.68 21.79 1.56 1.30 1.04 0.86 0.78 0.65 23.53 11.76 48.07 - - 48.07
342 Z 32 13.94 23.93 1.71 1.42 1.14 0.95 0.85 0.71 25.84 12.92 54.83 - - 54.83
SPAN 14.5m342 Z 23 10.13 16.23 1.12 0.93 0.75 0.62 0.56 0.47 17.67 8.84 32.78 - - 32.78
342 Z 25 10.98 17.59 1.21 1.01 0.81 0.67 0.61 0.51 19.15 9.58 37.39 - - 37.39
342 Z 29 12.68 20.28 1.40 1.17 0.93 0.78 0.70 0.58 22.08 11.04 46.42 - - 46.42
342 Z 32 13.94 22.27 1.54 1.28 1.02 0.85 0.77 0.64 24.25 12.13 52.94 - - 52.94
SPAN 15.0m342 Z 23 10.13 15.13 1.01 0.84 0.67 0.56 0.50 0.42 16.62 8.31 31.69 - - 31.69
342 Z 25 10.98 16.39 1.09 0.91 0.73 0.61 0.55 0.46 18.01 9.00 36.14 - - 36.14
342 Z 29 12.68 18.90 1.26 1.05 0.84 0.70 0.63 0.52 20.76 10.38 44.87 - - 44.87
342 Z 32 13.94 20.76 1.38 1.15 0.92 0.77 0.69 0.58 22.81 11.40 51.18 - - 51.18
LOAD TABLESZed Purlin Heavy End Bay System
LOAD
TAB
LES
- Zed
Pur
lin H
eavy
End
Bay
Sys
tem
58
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
DOWN U.D.L.2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS IN kN/SPAN ULTIMATE U.D.L. IN kN/SPAN
Uplift - Metal Cladding. Number of Anti Sag RodsDEFLECTION SPAN180
DOWN U.D.L.0 1
SPAN 4.50m142 Z 13 2.94 - 12.23 - 13.35 - 19.75 - 13.98 - 19.75 - 19.75
142 Z 14 3.16 9.49 13.80 9.63 14.34 16.23 22.27 11.12 15.27 16.23 22.27 16.23 22.27
142 Z 15 3.38 10.13 15.16 10.28 15.31 18.06 24.79 12.03 16.51 18.06 24.79 18.06 24.79
142 Z 16 3.60 10.78 16.13 10.94 16.29 19.88 27.29 12.90 17.71 19.88 27.29 19.88 27.29
142 Z 18 4.03 12.05 - 12.22 - 23.39 - 14.53 - 23.39 - 23.39 -
142 Z 20 4.46 13.31 - 13.51 - 26.70 - 16.02 - 26.70 - 26.70 -
SPAN 5.00m142 Z 13 2.94 - 10.98 - 11.24 - 17.77 - 12.08 - 17.77 - 17.77
142 Z 14 3.16 7.74 11.92 7.89 12.08 14.61 20.05 9.63 13.22 14.61 20.05 14.61 20.05
142 Z 15 3.38 8.26 12.73 8.43 12.89 16.26 22.31 10.42 14.30 16.26 22.31 16.26 22.31
142 Z 16 3.60 8.79 13.54 8.97 13.72 17.89 24.56 11.18 15.35 17.89 24.56 17.89 24.56
142 Z 18 4.03 9.83 - 10.02 - 21.05 - 12.59 - 21.05 - 21.05 -
142 Z 20 4.46 10.86 - 11.07 - 24.03 - 13.88 - 24.03 - 24.03 -
172 Z 13 3.35 - 13.81 - 17.18 - 22.32 - 13.96 - 22.32 - 22.32
172 Z 14 3.60 11.37 15.66 12.66 18.45 18.43 25.30 11.13 15.28 18.43 25.30 18.43 25.30
172 Z 15 3.85 12.72 17.52 13.53 19.72 20.62 28.30 12.06 16.55 20.62 28.30 20.62 28.30
172 Z 16 4.10 14.09 19.40 14.39 20.98 22.82 31.32 12.96 17.79 22.82 31.32 22.82 31.32
172 Z 18 4.59 15.88 23.07 16.11 23.48 27.12 37.22 14.66 20.12 27.12 37.22 27.12 37.22
172 Z 20 5.08 17.56 - 17.81 - 31.24 - 16.22 - 31.24 - 31.24 -
SPAN 5.50m142 Z 13 2.94 - 9.46 - 9.62 - 16.16 - 10.65 - 16.16 - 16.16
142 Z 14 3.16 6.42 10.16 6.59 10.33 13.28 18.22 8.49 11.66 13.28 18.22 13.28 18.22
142 Z 15 3.38 6.86 10.85 7.04 11.03 14.78 20.28 9.20 12.62 14.78 20.28 14.78 20.28
142 Z 16 3.60 7.30 - 7.49 - 16.27 - 9.87 - 16.27 - 16.27 -
142 Z 18 4.03 8.15 - 8.37 - 19.14 - 11.12 - 19.14 - 19.14 -
142 Z 20 4.46 9.01 - 9.25 - 21.84 - 12.25 - 21.84 - 21.84 -
172 Z 13 3.35 - 12.53 - 14.71 - 20.29 - 12.14 - 20.29 - 20.29
172 Z 14 3.60 10.30 14.21 10.58 15.80 16.76 23.00 9.69 13.31 16.76 23.00 16.76 23.00
172 Z 15 3.85 11.10 15.90 11.31 16.89 18.74 25.73 10.52 14.44 18.74 25.73 18.74 25.73
172 Z 16 4.10 11.81 17.60 12.04 17.97 20.74 28.47 11.31 15.52 20.74 28.47 20.74 28.47
172 Z 18 4.59 13.22 19.86 13.47 20.11 24.65 33.84 12.80 17.57 24.65 33.84 24.65 33.84
172 Z 20 5.08 14.61 - 14.89 - 28.40 - 14.17 - 28.40 - 28.40 -
SPAN 6.00m172 Z 13 3.35 - 11.45 - 12.76 - 18.60 - 10.76 - 18.60 - 18.60
172 Z 14 3.60 8.77 12.99 8.98 13.71 15.36 21.08 8.60 11.81 15.36 21.08 15.36 21.08
172 Z 15 3.85 9.37 14.43 9.60 14.65 17.18 23.58 9.34 12.82 17.18 23.58 17.18 23.58
172 Z 16 4.10 9.97 15.35 10.22 15.59 19.01 26.10 10.05 13.79 19.01 26.10 19.01 26.10
172 Z 18 4.59 11.16 17.18 11.43 17.45 22.60 31.02 11.37 15.61 22.60 31.02 22.60 31.02
172 Z 20 5.08 12.34 18.98 12.64 19.28 26.04 35.74 12.59 17.28 26.04 35.74 26.04 35.74
172 Z 23 5.81 14.07 - 14.42 - 30.90 - 14.21 - 30.90 - 30.90 -
172 Z 25 6.29 15.22 - 15.59 - 34.00 - 15.19 - 34.00 - 34.00 -
202 Z 14 3.93 - 15.48 - 18.81 - 25.09 - 11.78 - 25.09 - 25.09
202 Z 15 4.21 12.59 17.36 13.72 20.10 20.49 28.12 9.33 12.81 20.49 28.12 20.49 28.12
202 Z 16 4.48 13.96 19.25 14.60 21.39 22.70 31.16 10.05 13.80 22.70 31.16 22.70 31.16
202 Z 18 5.02 16.05 22.95 16.35 23.95 27.05 37.13 11.41 15.66 27.05 37.13 27.05 37.13
202 Z 20 5.56 17.75 - 18.08 - 31.24 - 12.66 - 31.24 - 31.24 -
202 Z 23 6.35 20.27 - 20.64 - 37.23 - 14.35 - 37.23 - 37.23 -
202 Z 25 6.88 21.93 - 22.33 - 41.07 - 15.37 - 40.69 - 41.07 -
LOAD TABLESZed Purlin Heavy End Bay System
LOAD
TAB
LES
- Zed
Pur
lin H
eavy
End
Bay
Sys
tem
59
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
DOWN U.D.L.2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS IN kN/SPAN ULTIMATE U.D.L. IN kN/SPAN
Uplift - Metal Cladding. Number of Anti Sag RodsDEFLECTION SPAN180
DOWN U.D.L.0 1
SPAN 6.50m172 Z 13 3.35 - 10.55 - 11.20 - 17.17 - 9.66 - 17.17 - 17.17
172 Z 14 3.60 7.49 11.80 7.72 12.02 14.18 19.46 7.73 10.61 14.18 19.46 14.18 19.46
172 Z 15 3.85 8.01 12.61 8.25 12.85 15.86 21.77 8.40 11.52 15.86 21.77 15.86 21.77
172 Z 16 4.10 8.52 13.41 8.78 13.68 17.55 24.09 9.04 12.40 17.55 24.09 17.55 24.09
172 Z 18 4.59 9.54 15.01 9.83 15.30 20.86 28.63 10.23 14.05 20.86 28.63 20.86 28.63
172 Z 20 5.08 10.54 - 10.86 - 24.03 - 11.32 - 24.03 - 24.03 -
172 Z 23 5.81 12.02 - 12.39 - 28.52 - 12.78 - 28.52 - 28.52 -
172 Z 25 6.29 13.00 - 13.40 - 31.39 - 13.65 - 31.39 - 31.39 -
202 Z 14 3.93 - 14.25 - 16.51 - 23.16 - 10.53 - 23.16 - 23.16
202 Z 15 4.21 11.54 15.99 11.80 17.65 18.91 25.96 8.35 11.46 18.91 25.96 18.91 25.96
202 Z 16 4.48 12.28 17.73 12.56 18.78 20.96 28.77 9.00 12.35 20.96 28.77 20.96 28.77
202 Z 18 5.02 13.74 20.71 14.06 21.03 24.97 34.27 10.22 14.03 24.97 34.27 24.97 34.27
202 Z 20 5.56 15.20 - 15.55 - 28.84 - 11.34 - 28.84 - 28.84 -
202 Z 23 6.35 17.35 - 17.76 - 34.37 - 12.85 - 34.37 - 34.37 -
SPAN 7.00m172 Z 13 3.35 - 9.68 - 9.91 - 15.94 - 8.77 - 15.94 - 15.94
172 Z 14 3.60 6.46 10.40 6.71 10.65 13.17 18.07 - 9.63 13.17 18.07 13.17 18.07
172 Z 15 3.85 6.91 11.12 7.17 11.38 14.73 20.21 - 10.46 14.73 20.21 14.73 20.21
172 Z 16 4.10 7.35 11.83 7.63 12.11 16.30 22.37 - 11.26 16.30 22.37 16.30 22.37
172 Z 18 4.59 8.23 13.23 8.54 13.55 19.37 26.59 - 12.75 19.37 26.59 19.37 26.59
172 Z 20 5.08 9.09 - 9.44 - 22.32 - - - 22.32 - 22.32 -
172 Z 23 5.81 10.37 - 10.77 - 26.49 - - - 26.49 - 26.49 -
172 Z 25 6.29 11.22 - 11.65 - 29.14 - - - 29.14 - 29.14 -
202 Z 14 3.93 - 13.20 - 14.63 – 21.50 - 9.53 - 21.50 - 21.50
202 Z 15 4.21 9.98 14.81 10.27 15.64 17.56 24.11 7.55 10.37 17.56 24.11 17.56 24.11
202 Z 16 4.48 10.62 16.34 10.92 16.64 19.46 26.71 8.14 11.18 19.46 26.71 19.46 26.71
202 Z 18 5.02 11.89 18.29 12.23 18.63 23.19 31.82 9.25 12.70 23.19 31.82 23.19 31.82
202 Z 20 5.56 13.14 - 13.53 - 26.78 - 10.27 - 26.78 - 26.78 -
202 Z 23 6.35 15.01 - 15.45 - 31.91 - 11.63 - 31.91 - 31.91 -
202 Z 25 6.88 16.24 - 16.71 - 35.20 - 12.45 - 35.09 - 35.20 -
232 Z 15 4.79 - 17.65 - 22.38 - 28.70 - 14.36 - 28.70 - 28.70
232 Z 16 5.11 14.29 19.72 16.19 23.82 23.35 32.05 11.48 15.76 23.35 32.05 23.35 32.05
232 Z 18 5.73 17.33 23.92 18.14 26.69 28.28 38.82 13.49 18.52 28.28 38.82 28.28 38.82
232 Z 20 6.34 19.64 28.09 20.07 29.53 33.19 45.55 15.45 21.21 33.19 45.55 33.19 45.55
232 Z 23 7.26 22.44 - 22.94 - 40.29 - 18.22 - 40.29 - 40.29 -
SPAN 7.50m202 Z 14 3.93 - 12.29 - 13.07 - 20.07 - 8.69 - 20.07 - 20.07
202 Z 15 4.21 8.70 13.66 9.01 13.97 16.39 22.50 - 9.46 16.39 22.50 16.39 22.50
202 Z 16 4.48 9.26 14.54 9.59 14.87 18.16 24.93 - 10.20 18.16 24.93 18.16 24.93
202 Z 18 5.02 10.37 16.28 10.74 16.65 21.64 29.70 - 11.59 21.64 29.70 21.64 29.70
202 Z 20 5.56 11.46 - 11.87 - 24.99 - - - 24.99 - 24.99 -
202 Z 23 6.35 13.09 - 13.56 - 29.79 - - - 29.79 - 29.79 -
202 Z 25 6.88 14.16 - 14.67 - 32.86 - - - 32.86 - 32.86 -
232 Z 15 4.79 - 16.43 - 20.00 - 26.79 - 13.08 - 26.79 - 26.79
232 Z 16 5.11 13.29 18.37 14.22 21.29 21.79 29.91 - 14.36 21.79 29.91 21.79 29.91
232 Z 18 5.73 15.52 22.28 15.94 23.86 26.40 36.23 - 16.90 26.40 36.23 26.40 36.23
232 Z 20 6.34 17.17 25.93 17.63 26.39 30.98 42.52 - 19.37 30.98 42.52 30.98 42.52
232 Z 23 7.26 19.62 - 20.15 - 37.60 - - - 37.60 - 37.60 -
232 Z 25 7.86 21.23 - 21.81 - 41.84 - - - 41.84 - 41.84 -
LOAD TABLESZed Purlin Heavy End Bay System
LOAD
TAB
LES
- Zed
Pur
lin H
eavy
End
Bay
Sys
tem
60
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
DOWN U.D.L.2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS IN kN/SPAN ULTIMATE U.D.L. IN kN/SPAN
Uplift - Metal Cladding. Number of Anti Sag RodsDEFLECTION SPAN180
DOWN U.D.L.0 1
SPAN 8.00m202 Z 14 3.93 - 11.45 - 11.76 - 18.82 - - - 18.82 - 18.82
202 Z 15 4.21 7.65 12.24 7.98 12.57 15.37 21.09 - - 15.37 21.09 15.37 21.09
202 Z 16 4.48 8.14 13.02 8.49 13.37 17.03 23.37 - - 17.03 23.37 17.03 23.37
202 Z 18 5.02 9.11 14.58 9.50 14.97 20.29 27.85 - - 20.29 27.85 20.29 27.85
202 Z 20 5.56 10.07 - 10.51 - 23.43 - - - 23.43 - 23.43 -
202 Z 23 6.35 11.50 - 12.00 - 27.92 - - - 27.92 - 27.92 -
202 Z 25 6.88 12.44 - 12.98 - 30.80 - - - 30.80 - 30.80 -
232 Z 15 4.79 - 15.37 - 18.00 - 25.11 - - - 25.11 - 25.11
232 Z 16 5.11 12.20 17.18 12.60 19.17 20.43 28.04 - - 20.43 28.04 20.43 28.04
232 Z 18 5.73 13.66 20.84 14.11 21.47 24.75 33.97 - - 24.75 33.97 24.75 33.97
232 Z 20 6.34 15.12 23.26 15.61 23.76 29.04 39.86 - - 29.04 39.86 29.04 39.86
232 Z 23 7.26 17.27 - 17.84 - 35.25 - - - 35.25 - 35.25 -
232 Z 25 7.86 18.70 - 19.31 - 39.22 - - - 39.22 - 39.22 -
262 Z 16 5.57 - 19.64 - 25.05 - 32.04 - 13.97 - 32.04 - 32.04
262 Z 18 6.25 17.37 24.00 19.03 28.07 28.47 39.08 - 16.52 28.47 39.08 28.47 39.08
262 Z 20 6.92 20.51 28.37 21.06 31.07 33.62 46.15 - 19.02 33.62 46.15 33.62 46.15
SPAN 8.50m232 Z 15 4.79 - 14.42 - 16.31 - 23.64 - - - 23.64 - 23.64
232 Z 16 5.11 10.81 16.12 11.23 17.36 19.23 26.39 - - 19.23 26.39 19.23 26.39
232 Z 18 5.73 12.11 18.97 12.59 19.45 23.29 31.97 - - 23.29 31.97 23.29 31.97
232 Z 20 6.34 13.40 20.99 13.93 21.52 27.33 37.51 - - 27.33 37.51 27.33 37.51
232 Z 23 7.26 15.31 - 15.91 - 33.18 - - - 33.18 - 33.18 -
232 Z 25 7.86 16.57 - 17.23 - 36.92 - - - 36.92 - 36.92 -
262 Z 16 5.57 - 18.44 - 22.70 - 30.15 - - - 30.15 - 30.15
262 Z 18 6.25 16.29 22.53 16.98 25.43 26.80 36.78 - - 26.80 36.78 26.80 36.78
262 Z 20 6.92 18.21 26.64 18.79 28.15 31.65 43.44 - - 31.65 43.44 31.65 43.44
262 Z 23 7.92 20.82 - 21.48 - 38.78 - - - 38.78 - 38.78 -
262 Z 25 8.59 22.55 - 23.26 - 43.37 - - - 43.37 - 43.37 -
SPAN 9.00m232 Z 15 4.79 - 13.58 - 14.85 - 22.32 - - - - - 22.32
232 Z 16 5.11 9.63 15.19 10.08 15.80 18.16 24.93 - - - - 18.16 24.93
232 Z 18 5.73 10.79 17.20 11.30 17.71 22.00 30.19 - - - - 22.00 30.19
232 Z 20 6.34 11.94 19.03 12.50 19.59 25.81 35.43 - - - - 25.81 35.43
232 Z 23 7.26 13.64 - 14.28 - 31.34 - - - - - 31.34 -
232 Z 25 7.86 14.77 - 15.46 - 34.87 - - - - - 34.87 -
262 Z 16 5.57 - 17.37 - 20.68 - 28.48 - - - - - 28.48
262 Z 18 6.25 14.69 21.23 15.24 23.17 25.31 34.74 - - - - 25.31 34.74
262 Z 20 6.92 16.26 25.04 16.87 25.65 29.89 41.02 - - - - 29.89 41.02
262 Z 23 7.92 18.59 - 19.29 - 36.63 - - - - - 36.63 -
262 Z 25 8.59 20.13 - 20.89 - 40.96 - - - - - 40.96 -
SPAN 9.50m262 Z 16 5.57 - 16.41 - 18.93 - 26.98 - - - - - 26.98
262 Z 18 6.25 13.18 20.06 13.76 21.21 23.98 32.91 - - - - 23.98 32.91
262 Z 20 6.92 14.59 22.83 15.23 23.48 28.32 38.87 - - - - 28.32 38.87
262 Z 23 7.92 16.68 - 17.42 - 34.70 - - - - - 34.70 -
262 Z 25 8.59 18.06 - 18.86 - 38.80 - - - - - 38.80 -
262 Z 29 9.90 20.79 - 21.71 - 46.71 - - - - - 46.71 -
302 Z 20 7.89 - 28.62 - 33.61 - 46.83 - - - 46.83 - 46.83
302 Z 23 9.04 25.02 35.76 25.86 38.45 42.55 58.40 - - 42.55 58.40 42.55 58.40
LOAD TABLESZed Purlin Heavy End Bay System
LOAD
TAB
LES
- Zed
Pur
lin H
eavy
End
Bay
Sys
tem
61
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
DOWN U.D.L.2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS IN kN/SPAN ULTIMATE U.D.L. IN kN/SPAN
Uplift - Metal Cladding. Number of Anti Sag RodsDEFLECTION SPAN180
DOWN U.D.L.0 1
SPAN 10.00m262 Z 16 5.57 - 15.54 - 17.40 - 25.63 - - - - - 25.63
262 Z 18 6.25 11.88 18.89 12.49 19.50 22.78 31.26 - - - - 22.78 31.26
262 Z 20 6.92 13.15 20.91 13.83 21.58 26.90 36.92 - - - - 26.90 36.92
262 Z 23 7.92 15.03 - 15.81 - 32.96 - - - - - 32.96 -
262 Z 25 8.59 16.28 - 17.12 - 36.86 - - - - - 36.86 -
262 Z 29 9.90 18.73 - 19.70 - 44.37 - - - - - 44.37 -
302 Z 20 7.89 - 27.13 - 30.91 - 44.49 - - - 44.49 - 44.49
302 Z 23 9.04 22.60 33.90 23.48 35.37 40.42 55.48 - - 40.42 55.48 40.42 55.48
302 Z 25 9.80 24.48 - 25.44 - 45.68 - - - 45.68 - 45.68 -
302 Z 29 11.31 28.20 - 29.31 - 55.80 - - - 55.80 - 55.80 -
SPAN 10.50m262 Z 16 5.57 - 14.76 - 16.06 - 24.41 - - - - - 24.41
262 Z 18 6.25 10.75 17.36 11.39 18.00 21.69 29.78 - - - - 21.69 29.78
262 Z 20 6.92 11.89 - 12.61 - 25.62 - - - - - 25.62 -
262 Z 23 7.92 13.60 - 14.41 - 31.39 - - - - - 31.39 -
262 Z 25 8.59 14.72 - 15.61 - 35.11 - - - - - 35.11 -
262 Z 29 9.90 16.94 - 17.96 - 42.26 - - - - - 42.26 -
302 Z 20 7.89 - 25.77 - 28.55 - 42.37 - - - 42.37 - 42.37
302 Z 23 9.04 20.49 31.73 21.42 32.66 38.50 52.84 - - 38.50 52.84 38.50 52.84
302 Z 25 9.80 22.20 - 23.21 - 43.50 - - - 43.50 - 43.50 -
302 Z 29 11.31 25.57 - 26.74 - 53.14 - - - 53.14 - 53.14 -
342 Z 23 10.13 - 37.92 - 44.58 - 62.13 - - - 62.13 - 62.13
342 Z 25 10.98 31.28 43.30 32.69 48.30 51.63 70.86 - - 51.63 70.86 51.63 70.86
342 Z 29 12.68 36.39 - 37.69 - 64.10 - - - 64.10 - 64.10 -
342 Z 32 13.94 39.97 - 41.40 - 73.11 - - - 73.11 - 73.11 -
SPAN 11.00m262 Z 16 5.57 - 14.04 - 14.88 - 23.30 - - - - - 23.30
262 Z 18 6.25 9.75 16.00 10.43 16.67 20.71 28.42 - - - - 20.71 28.42
262 Z 20 6.92 10.79 - 11.54 - 24.45 - - - - - 24.45 -
262 Z 23 7.92 12.34 - 13.20 - 29.97 - - - - - 29.97 -
262 Z 25 8.59 13.36 - 14.29 - 33.51 - - - - - 33.51 -
262 Z 29 9.90 15.38 - 16.45 - 40.34 - - - - - 40.34 -
302 Z 20 7.89 - 24.53 - 26.46 - 40.44 - - - 40.44 - 40.44
302 Z 23 9.04 18.64 29.29 19.62 30.27 36.75 50.44 - - 36.75 50.44 36.75 50.44
302 Z 25 9.80 20.20 - 21.25 - 41.52 - - - 41.52 - 41.52 -
302 Z 29 11.31 23.27 - 24.49 - 50.73 - - - 50.73 - 50.73 -
342 Z 23 10.13 - 36.11 - 41.33 - 59.31 - - - 59.31 - 59.31
342 Z 25 10.98 28.77 41.24 29.95 44.78 49.28 67.64 - - 49.28 67.64 49.28 67.64
342 Z 29 12.68 33.17 - 34.54 - 61.18 - - - 61.18 - 61.18 -
342 Z 32 13.94 36.43 - 37.93 - 69.78 - - - 69.78 - 69.78 -
SPAN 11.50m302 Z 20 7.89 - 23.40 - 24.60 - 38.69 - - - 38.69 - 38.69
302 Z 23 9.04 17.02 27.12 18.04 28.14 35.15 48.25 - - 35.15 48.25 35.15 48.25
302 Z 25 9.80 18.44 - 19.54 - 39.72 - - - 39.72 - 39.72 -
302 Z 29 11.31 21.24 - 22.51 - 48.52 - - - 48.52 - 48.52 -
342 Z 23 10.13 - 34.46 - 38.44 - 56.73 - - - 56.73 - 56.73
342 Z 25 10.98 26.31 39.35 27.55 41.65 47.14 64.70 - - 47.14 64.70 47.14 64.70
342 Z 29 12.68 30.33 - 31.76 - 58.52 - - - 58.52 - 58.52 -
342 Z 32 13.94 33.32 - 34.89 - 66.75 - - - 66.75 - 66.75 -
LOAD TABLESZed Purlin Heavy End Bay System
LOAD
TAB
LES
- Zed
Pur
lin H
eavy
End
Bay
Sys
tem
62
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
ENDBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
INNERBAY
DOWN U.D.L.2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS IN kN/SPAN ULTIMATE U.D.L. IN kN/SPAN
Uplift - Metal Cladding. Number of Anti Sag RodsDEFLECTION SPAN180
DOWN U.D.L.0 1
SPAN 12.00m302 Z 20 7.89 - 22.01 - 22.94 - 37.07 - - - 37.07 - 37.07
302 Z 23 9.04 15.58 25.18 16.64 26.24 33.69 46.24 - - 33.69 46.24 33.69 46.24
302 Z 25 9.80 16.87 - 18.03 - 38.06 - - - 38.06 - 38.06 -
302 Z 29 11.31 19.44 - 20.77 - 46.50 - - - 46.50 - 46.50 -
342 Z 23 10.13 - 32.94 - 35.86 - 54.37 - - - 54.37 - 54.37
342 Z 25 10.98 24.13 37.56 25.43 38.86 45.18 62.01 - - 45.18 62.01 45.18 62.01
342 Z 29 12.68 27.82 - 29.31 - 56.09 - - - 56.09 - 56.09 -
342 Z 32 13.94 30.56 - 32.20 - 63.97 - - - 63.97 - 63.97 -
SPAN 12.50m302 Z 20 7.89 - 20.48 - 21.45 - 35.59 - - - 35.59 - 35.59
302 Z 23 9.04 14.29 23.43 15.40 24.54 32.34 44.39 - - 32.34 44.39 32.34 44.39
302 Z 25 9.80 15.48 - 16.69 - 36.54 - - - 36.54 - 36.54 -
302 Z 29 11.31 17.84 - 19.22 - 44.64 - - - 44.64 - 44.64 -
342 Z 23 10.13 - 31.53 - 33.54 - 52.19 - - - 52.19 - 52.19
342 Z 25 10.98 22.19 35.00 23.54 36.35 43.37 59.53 - - 43.37 59.53 43.37 59.53
342 Z 29 12.68 25.59 - 27.14 - 53.84 - - - 53.84 - 53.84 -
342 Z 32 13.94 28.10 - 29.81 - 61.41 - - - 61.41 - 61.41 -
SPAN 13.00m302 Z 20 7.89 - 19.10 - 20.10 - 34.22 - - - 34.22 - 34.22
302 Z 23 9.04 13.14 21.85 14.30 23.00 31.09 42.68 - - 31.09 42.68 31.09 42.68
302 Z 25 9.80 14.24 - 15.49 - 35.14 - - - 35.14 - 35.14 -
302 Z 29 11.31 16.40 - 17.84 - 42.92 - - - 42.92 - 42.92 -
342 Z 23 10.13 - 30.16 - 31.45 - 50.19 - - - 50.19 - 50.19
342 Z 25 10.98 20.46 32.68 21.86 34.08 41.70 57.24 - - 41.70 57.24 41.70 57.24
342 Z 29 12.68 23.58 - 25.20 - 51.77 - - - 51.77 - 51.77 -
342 Z 32 13.94 25.90 - 27.68 - 59.05 - - - 59.05 - 59.05 -
SPAN 13.50m342 Z 23 10.13 - 28.22 - 29.56 - 48.33 - - - - - 48.33
342 Z 25 10.98 18.90 30.58 20.35 32.04 40.16 55.12 - - - - 40.16 55.12
342 Z 29 12.68 21.78 - 23.46 - 49.85 - - - - - 49.85 -
342 Z 32 13.94 23.92 - 25.77 - 56.86 - - - - - 56.86 -
SPAN 14.00m342 Z 23 10.13 - 26.46 - 27.85 - 46.60 - - - - - 46.60
342 Z 25 10.98 17.49 28.67 18.99 30.18 38.72 53.15 - - - - 38.72 53.15
342 Z 29 12.68 20.16 - 21.90 - 48.07 - - - - - 48.07 -
342 Z 32 13.94 22.14 - 24.05 - 54.83 - - - - - 54.83 -
SPAN 14.50m342 Z 23 10.13 - 24.84 - 26.28 - 44.99 - - - - - 44.99
342 Z 25 10.98 16.21 26.92 17.77 28.48 37.39 51.32 - - - - 37.39 51.32
342 Z 29 12.68 18.68 - 20.49 - 46.42 - - - - - 46.42 -
342 Z 32 13.94 20.52 - 22.50 - 52.94 - - - - - 52.94 -
SPAN 15.00m342 Z 23 10.13 - 23.36 - 24.85 - 43.49 - - - - - 43.49
342 Z 25 10.98 15.05 25.31 16.66 26.93 36.14 49.60 - - - - 36.14 49.60
342 Z 29 12.68 17.34 - 19.21 - 44.87 - - - - - 44.87 -
342 Z 32 13.94 19.05 - 21.10 - 51.18 - - - - - 51.18 -
LOAD TABLESZed Purlin Butt System
LOAD
TAB
LES
- Zed
Pur
lin B
utt S
yste
m
63
1000 1200 1500 1800 2000 2400 0 1 2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING in kN/m2
PURLIN CENTRES in millimetresTOTALU.D.L.
kNSPAN180
SPAN360
DEFLECTION
ULTIMATE U.D.L. IN kN/SPAN
DOWNLOAD
Uplift - Metal CladdingNumber of Anti Sag Rods
SPAN 3.5m142 Z 13 2.94 8.55 2.44 2.03 1.63 1.36 1.22 1.02 8.65 4.32 13.97 7.90 13.97 13.97
142 Z 14 3.16 9.18 2.62 2.19 1.75 1.46 1.31 1.09 9.29 4.64 15.75 8.93 15.75 15.75
SPAN 4.0m142 Z 13 2.94 6.50 1.63 1.36 1.08 0.90 0.81 0.68 6.62 3.31 12.22 6.94 12.22 12.22
142 Z 14 3.16 6.99 1.75 1.46 1.16 0.97 0.87 0.73 7.11 3.56 13.78 7.84 13.78 13.78
142 Z 15 3.38 7.46 1.87 1.55 1.24 1.04 0.93 0.78 7.59 3.80 15.34 8.74 15.34 15.34
142 Z 16 3.60 7.94 1.98 1.65 1.32 1.10 0.99 0.83 8.08 4.04 16.88 9.60 16.88 16.88
SPAN 4.5m172 Z 13 3.35 8.40 1.87 1.55 1.24 1.04 0.93 0.78 8.58 4.29 13.64 7.01 13.64 13.64
172 Z 14 3.60 9.06 2.01 1.68 1.34 1.12 1.01 0.84 9.22 4.61 15.46 7.99 15.46 15.46
172 Z 15 3.85 9.68 2.15 1.79 1.43 1.20 1.08 0.90 9.85 4.93 17.29 8.96 17.29 17.29
172 Z 16 4.10 10.30 2.29 1.91 1.53 1.27 1.14 0.95 10.48 5.24 19.14 9.91 19.14 19.14
SPAN 5.0m172 Z 13 3.35 6.79 1.36 1.13 0.90 0.75 0.68 0.57 6.95 3.48 12.28 6.26 12.28 12.28
172 Z 14 3.60 7.29 1.46 1.21 0.97 0.81 0.73 0.61 7.47 3.73 13.92 7.15 13.92 13.92
172 Z 15 3.85 7.79 1.56 1.30 1.04 0.87 0.78 0.65 7.98 3.99 15.57 8.02 15.57 15.57
202 Z 14 3.93 10.18 2.04 1.70 1.36 1.13 1.02 0.85 10.87 5.44 16.56 7.56 16.56 16.56
202 Z 15 4.21 11.42 2.28 1.90 1.52 1.27 1.14 0.95 11.62 5.81 18.56 8.52 18.56 18.56
202 Z 16 4.48 12.15 2.43 2.02 1.62 1.35 1.21 1.01 12.37 6.18 20.57 9.46 20.57 20.57
SPAN 5.5m172 Z 13 3.35 5.56 1.01 0.84 0.67 0.56 0.51 0.42 5.75 2.87 11.16 5.63 11.16 11.16
172 Z 14 3.60 5.98 1.09 0.91 0.72 0.60 0.54 0.45 6.17 3.09 12.65 6.43 12.65 12.65
172 Z 15 3.85 6.39 1.16 0.97 0.77 0.65 0.58 0.48 6.60 3.30 14.15 7.22 14.15 14.15
202 Z 14 3.93 8.77 1.60 1.33 1.06 0.89 0.80 0.66 8.99 4.49 15.05 6.80 15.05 15.05
202 Z 15 4.21 9.38 1.71 1.42 1.14 0.95 0.85 0.71 9.61 4.80 16.87 7.67 16.87 16.87
202 Z 16 4.48 9.98 1.81 1.51 1.21 1.01 0.91 0.76 10.22 5.11 18.70 8.52 18.38 18.70
SPAN 6.0m202 Z 14 3.93 7.32 1.22 1.02 0.81 0.68 0.61 0.51 7.55 3.78 13.80 6.15 13.08 13.80
202 Z 15 4.21 7.82 1.30 1.09 0.87 0.72 0.65 0.54 8.07 4.04 15.47 6.93 13.96 15.47
202 Z 16 4.48 8.33 1.39 1.16 0.93 0.77 0.69 0.58 8.59 4.29 17.14 7.72 14.83 16.77
232 Z 15 4.79 11.26 1.88 1.56 1.25 1.04 0.94 0.78 12.16 6.08 18.42 8.00 18.42 18.42
232 Z 16 5.11 12.59 2.10 1.75 1.40 1.17 1.05 0.87 12.94 6.47 20.57 8.97 20.57 20.57
232 Z 18 5.73 14.16 2.36 1.97 1.57 1.31 1.18 0.98 14.50 7.25 24.91 10.87 24.91 24.91
SPAN 6.5m202 Z 18 5.02 7.87 1.21 1.01 0.81 0.67 0.61 0.50 8.19 4.10 18.85 8.35 13.38 15.78
202 Z 20 5.56 8.71 1.34 1.12 0.89 0.74 0.67 0.56 9.06 4.53 21.77 9.58 14.77 17.40
232 Z 15 4.79 10.05 1.55 1.29 1.03 0.86 0.77 0.64 10.36 5.18 17.00 7.30 17.00 17.00
232 Z 16 5.11 10.70 1.65 1.37 1.10 0.91 0.82 0.69 11.03 5.51 18.98 8.19 18.98 18.98
262 Z 16 5.57 13.25 2.04 1.70 1.36 1.13 1.02 0.85 15.08 7.54 21.69 8.69 21.69 21.69
262 Z 18 6.25 16.19 2.49 2.08 1.66 1.38 1.25 1.04 16.90 8.45 26.46 10.64 26.46 26.46
SPAN 7.0m232 Z 15 4.79 8.60 1.23 1.02 0.82 0.68 0.61 0.51 8.93 4.47 15.79 6.69 14.96 15.79
232 Z 16 5.11 9.16 1.31 1.09 0.87 0.73 0.65 0.55 9.51 4.75 17.63 7.51 15.90 17.63
262 Z 16 5.57 12.25 1.75 1.46 1.17 0.97 0.88 0.73 13.00 6.50 20.14 7.97 20.02 20.14
262 Z 18 6.25 14.14 2.02 1.68 1.35 1.12 1.01 0.84 14.57 7.28 24.56 9.77 22.36 24.56
262 Z 20 6.92 15.65 2.24 1.86 1.49 1.24 1.12 0.93 16.13 8.06 29.01 11.49 24.68 28.00
LOAD TABLESZed Purlin Butt System
LOAD
TAB
LES
- Zed
Pur
lin B
utt S
yste
m
64
1000 1200 1500 1800 2000 2400 0 1 2
SECTION REFERENCE
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING in kN/m2
PURLIN CENTRES in millimetresTOTALU.D.L.
kNSPAN180
SPAN360
DEFLECTION
ULTIMATE U.D.L. IN kN/SPAN
DOWNLOAD
Uplift - Metal CladdingNumber of Anti Sag Rods
SPAN 7.5m262 Z 16 5.57 10.92 1.46 1.21 0.97 0.81 0.73 0.61 11.32 5.66 18.80 7.35 16.66 18.80
262 Z 18 6.25 12.23 1.63 1.36 1.09 0.91 0.82 0.68 12.69 6.35 22.93 9.01 18.61 21.92
262 Z 20 6.92 13.54 1.81 1.50 1.20 1.00 0.90 0.75 14.05 7.02 27.08 10.60 20.55 24.18
262 Z 23 7.92 15.48 2.06 1.72 1.38 1.15 1.03 0.86 16.06 8.03 33.18 12.80 23.40 27.53
262 Z 25 8.59 16.76 2.23 1.86 1.49 1.24 1.12 0.93 17.39 8.70 37.10 14.13 25.28 29.73
SPAN 8.0m262 Z 18 6.25 10.66 1.33 1.11 0.89 0.74 0.67 0.56 11.15 5.58 21.49 - 15.59 18.82
262 Z 20 6.92 11.80 1.48 1.23 0.98 0.82 0.74 0.61 12.35 6.17 25.38 - 17.21 20.76
262 Z 23 7.92 13.49 1.69 1.41 1.12 0.94 0.84 0.70 14.12 7.06 31.11 - 19.61 23.63
262 Z 25 8.59 14.61 1.83 1.52 1.22 1.01 0.91 0.76 15.29 7.64 34.78 - 21.20 25.50
302 Z 20 7.89 18.00 2.25 1.88 1.50 1.25 1.13 0.94 18.62 9.31 30.59 11.34 27.15 30.59
SPAN 8.5m262 Z 20 6.92 10.36 1.22 1.02 0.81 0.68 0.61 0.51 10.94 5.47 23.89 - 14.53 17.80
262 Z 23 7.92 11.84 1.39 1.16 0.93 0.77 0.70 0.58 12.50 6.25 29.28 - 16.57 20.26
262 Z 25 8.59 12.82 1.51 1.26 1.01 0.84 0.75 0.63 13.54 6.77 32.74 - 17.91 21.89
302 Z 20 7.89 15.84 1.86 1.55 1.24 1.04 0.93 0.78 16.50 8.25 28.79 - 23.04 27.37
302 Z 23 9.04 18.13 2.13 1.78 1.42 1.19 1.07 0.89 18.88 9.44 35.90 - 26.26 31.18
SPAN 9.0m262 Z 25 8.59 11.32 1.26 1.05 0.84 0.70 0.63 0.52 12.08 6.04 30.92 - - 18.80
302 Z 20 7.89 14.02 1.56 1.30 1.04 0.87 0.78 0.65 14.71 7.36 27.19 - 19.69 23.86
302 Z 23 9.04 16.04 1.78 1.48 1.19 0.99 0.89 0.74 16.84 8.42 33.91 - 22.45 27.18
302 Z 25 9.80 17.37 1.93 1.61 1.29 1.07 0.97 0.80 18.24 9.12 38.30 - 24.26 29.34
SPAN 9.5m302 Z 20 7.89 12.47 1.31 1.09 0.88 0.73 0.66 0.55 13.21 6.60 25.76 - 16.92 20.79
302 Z 23 9.04 14.27 1.50 1.25 1.00 0.83 0.75 0.63 15.11 7.56 32.12 - 19.30 23.67
302 Z 25 9.80 15.46 1.63 1.36 1.08 0.90 0.81 0.68 16.37 8.18 36.30 - 20.87 25.57
342 Z 23 10.13 20.64 2.17 1.81 1.45 1.21 1.09 0.91 21.59 10.79 37.77 - 28.61 34.30
SPAN 10.0m302 Z 23 9.04 12.75 1.28 1.06 0.85 0.71 0.64 0.53 13.64 6.82 30.51 - 16.69 20.65
302 Z 25 9.80 13.81 1.38 1.15 0.92 0.77 0.69 0.58 14.77 7.39 34.48 - 18.06 22.32
342 Z 23 10.13 18.50 1.85 1.54 1.23 1.03 0.93 0.77 19.49 9.75 35.88 - 24.81 30.21
342 Z 25 10.98 20.04 2.00 1.67 1.34 1.11 1.00 0.84 21.12 10.56 40.92 - 26.84 32.66
342 Z 29 12.68 23.11 2.31 1.93 1.54 1.28 1.16 0.96 24.35 12.18 50.80 - 30.81 37.43
SPAN 10.5m302 Z 25 9.80 12.39 1.18 0.98 0.79 0.66 0.59 0.49 13.40 6.70 32.83 - 15.71 19.53
342 Z 23 10.13 16.63 1.58 1.32 1.06 0.88 0.79 0.66 17.68 8.84 34.17 - 21.63 26.63
342 Z 25 10.98 18.02 1.72 1.43 1.14 0.95 0.86 0.72 19.16 9.58 38.97 - 23.39 28.78
342 Z 29 12.68 20.78 1.98 1.65 1.32 1.10 0.99 0.82 22.09 11.04 48.38 - 26.88 32.99
SPAN 11.0m342 Z 23 10.13 15.01 1.36 1.14 0.91 0.76 0.68 0.57 16.11 8.05 32.62 - 18.97 23.54
342 Z 25 10.98 16.27 1.48 1.23 0.99 0.82 0.74 0.62 17.45 8.73 37.20 - 20.52 25.44
342 Z 29 12.68 18.76 1.71 1.42 1.14 0.95 0.85 0.71 20.12 10.06 46.19 - 23.60 29.17
SPAN 11.5m342 Z 25 10.98 14.73 1.28 1.07 0.85 0.71 0.64 0.53 15.97 7.98 35.59 - 18.09 22.54
342 Z 29 12.68 16.98 1.48 1.23 0.98 0.82 0.74 0.62 18.41 9.21 44.18 - 20.81 25.85
342 Z 32 13.94 18.65 1.62 1.35 1.08 0.90 0.81 0.68 20.22 10.11 50.39 - 22.84 28.28
SPAN 12.0m342 Z 29 12.68 15.42 1.28 1.07 0.86 0.71 0.64 0.54 16.91 8.45 42.34 - 18.44 22.98
342 Z 32 13.94 16.93 1.41 1.18 0.94 0.78 0.71 0.59 18.57 9.29 48.29 - 20.25 25.15
LOAD TABLESZed & C-Section Sleeved Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Slee
ved
Side
Rai
l Sys
tem
65
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 5.00m
142 Z 13 142 C 13 2.948.64 1.73 1.15 0.96 0.86
8.64 1.73 1.15 0.96 0.86
142 Z 14 142 C 14 3.169.83 1.97 1.31 1.09 0.98
9.83 1.97 1.31 1.09 0.98
142 Z 15 142 C 15 3.3810.72 2.14 1.43 1.19 1.07
10.72 2.14 1.43 1.19 1.07
172 Z 13 172 C 13 3.3510.95 2.19 1.46 1.22 1.09
10.95 2.19 1.46 1.22 1.09
172 Z 14 172 C 14 3.6012.46 2.49 1.66 1.38 1.25
12.46 2.49 1.66 1.38 1.25
172 Z 15 172 C 15 3.8513.99 2.80 1.86 1.55 1.40
13.99 2.80 1.86 1.55 1.40
172 Z 16 172 C 16 4.1015.53 3.11 2.07 1.73 1.55
15.53 3.11 2.07 1.73 1.55
SPAN 5.50m
142 Z 13 142 C 13 2.947.74 1.41 0.94 0.78 0.70
7.74 1.41 0.94 0.78 0.70
142 Z 14 142 C 14 3.168.46 1.54 1.03 0.85 0.77
8.46 1.54 1.03 0.85 0.77
142 Z 15 142 C 15 3.389.03 1.64 1.09 0.91 0.82
9.03 1.64 1.09 0.91 0.82
172 Z 13 172 C 13 3.359.83 1.79 1.19 0.99 0.89
9.83 1.79 1.19 0.99 0.89
172 Z 14 172 C 14 3.6011.19 2.04 1.36 1.13 1.02
11.19 2.04 1.36 1.13 1.02
172 Z 15 172 C 15 3.8512.57 2.29 1.52 1.27 1.14
12.57 2.29 1.52 1.27 1.14
172 Z 16 172 C 16 4.1013.97 2.54 1.69 1.41 1.27
13.97 2.54 1.69 1.41 1.27
SPAN 6.00m
142 Z 13 142 C 13 2.946.73 1.12 0.75 0.62 0.56
6.73 1.12 0.75 0.62 0.56
142 Z 14 142 C 14 3.167.23 1.20 0.80 0.67 0.60
7.23 1.20 0.80 0.67 0.60
142 Z 15 142 C 15 3.387.72 1.29 0.86 0.71 0.64
7.72 1.29 0.86 0.71 0.64
172 Z 13 172 C 13 3.358.88 1.48 0.99 0.82 0.74
8.88 1.48 0.99 0.82 0.74
172 Z 14 172 C 14 3.6010.13 1.69 1.13 0.94 0.84
10.13 1.69 1.13 0.94 0.84
172 Z 15 172 C 15 3.8511.38 1.90 1.26 1.05 0.95
11.38 1.90 1.26 1.05 0.95
202 Z 14 202 C 14 3.9312.05 2.01 1.34 1.12 1.00
12.05 2.01 1.34 1.12 1.00
202 Z 15 202 C 15 4.2113.58 2.26 1.51 1.26 1.13
13.58 2.26 1.51 1.26 1.13
202 Z 16 202 C 16 4.4815.11 2.52 1.68 1.40 1.26
15.11 2.52 1.68 1.40 1.26
SECTION REFERENCEZED & C PROFILE 2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 6.50m
142 Z 13 142 C 13 2.945.82 0.90 0.60 0.50 0.45
5.82 0.90 0.60 0.50 0.45
142 Z 14 142 C 14 3.166.25 0.96 0.64 0.53 0.48
6.25 0.96 0.64 0.53 0.48
142 Z 15 142 C 15 3.386.67 1.03 0.68 0.57 0.51
6.67 1.03 0.68 0.57 0.51
172 Z 13 172 C 13 3.358.63 1.33 0.88 0.74 0.66
8.63 1.33 0.88 0.74 0.66
172 Z 14 172 C 14 3.609.80 1.51 1.01 0.84 0.75
9.80 1.51 1.01 0.84 0.75
172 Z 15 172 C 15 3.8510.57 1.63 1.08 0.90 0.81
10.57 1.63 1.08 0.90 0.81
202 Z 14 202 C 14 3.9311.66 1.79 1.20 1.00 0.90
11.66 1.79 1.20 1.00 0.90
202 Z 15 202 C 15 4.2113.10 2.02 1.34 1.12 1.01
13.10 2.02 1.34 1.12 1.01
202 Z 16 202 C 16 4.4814.54 2.24 1.49 1.24 1.12
14.54 2.24 1.49 1.24 1.12
202 Z 18 202 C 18 5.0217.38 2.67 1.78 1.49 1.34
17.38 2.67 1.78 1.49 1.34
SPAN 7.00m
142 Z 15 142 C 15 3.385.83 0.83 0.56 0.46 0.42
5.83 0.83 0.56 0.46 0.42
142 Z 16 142 C 16 3.606.20 0.89 0.59 0.49 0.44
6.20 0.89 0.59 0.49 0.44
172 Z 13 172 C 13 3.357.97 1.14 0.76 0.63 0.57
7.97 1.14 0.76 0.63 0.57
172 Z 14 172 C 14 3.608.65 1.24 0.82 0.69 0.62
8.65 1.24 0.82 0.69 0.62
172 Z 15 172 C 15 3.859.24 1.32 0.88 0.73 0.66
9.24 1.32 0.88 0.73 0.66
202 Z 14 202 C 14 3.9310.77 1.54 1.03 0.85 0.77
10.77 1.54 1.03 0.85 0.77
202 Z 15 202 C 15 4.2112.10 1.73 1.15 0.96 0.86
12.10 1.73 1.15 0.96 0.86
202 Z 16 202 C 16 4.4813.44 1.92 1.28 1.07 0.96
13.44 1.92 1.28 1.07 0.96
202 Z 18 202 C 18 5.0215.54 2.22 1.48 1.23 1.11
15.54 2.22 1.48 1.23 1.11
232 Z 15 232 C 15 4.7914.52 2.07 1.38 1.15 1.04
14.52 2.07 1.38 1.15 1.04
232 Z 16 232 C 16 5.1116.24 2.32 1.55 1.29 1.16
16.24 2.32 1.55 1.29 1.16
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESZed & C-Section Sleeved Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Slee
ved
Side
Rai
l Sys
tem
66
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 7.50m
172 Z 13 172 C 13 3.357.11 0.95 0.63 0.53 0.47
7.11 0.95 0.63 0.53 0.47
172 Z 14 172 C 14 3.607.63 1.02 0.68 0.57 0.51
7.63 1.02 0.68 0.57 0.51
172 Z 15 172 C 15 3.858.16 1.09 0.73 0.60 0.54
8.16 1.09 0.73 0.60 0.54
202 Z 14 202 C 14 3.9310.00 1.33 0.89 0.74 0.67
10.00 1.33 0.89 0.74 0.67
202 Z 15 202 C 15 4.2111.24 1.50 1.00 0.83 0.75
11.24 1.50 1.00 0.83 0.75
202 Z 16 202 C 16 4.4812.26 1.63 1.09 0.91 0.82
12.26 1.63 1.09 0.91 0.82
232 Z 15 232 C 15 4.7913.50 1.80 1.20 1.00 0.90
13.50 1.80 1.20 1.00 0.90
232 Z 16 232 C 16 5.1115.10 2.01 1.34 1.12 1.01
15.10 2.01 1.34 1.12 1.01
232 Z 18 232 C 18 5.7318.35 2.45 1.63 1.36 1.22
18.35 2.45 1.63 1.36 1.22
SPAN 8.00m
202 Z 14 202 C 14 3.939.31 1.16 0.78 0.65 0.58
9.31 1.16 0.78 0.65 0.58
202 Z 15 202 C 15 4.2110.25 1.28 0.85 0.71 0.64
10.25 1.28 0.85 0.71 0.64
202 Z 16 202 C 16 4.4810.91 1.36 0.91 0.76 0.68
10.91 1.36 0.91 0.76 0.68
202 Z 18 202 C 18 5.0212.22 1.53 1.02 0.85 0.76
12.22 1.53 1.02 0.85 0.76
232 Z 15 232 C 15 4.7912.59 1.57 1.05 0.87 0.79
12.59 1.57 1.05 0.87 0.79
232 Z 16 232 C 16 5.1114.09 1.76 1.17 0.98 0.88
14.09 1.76 1.17 0.98 0.88
232 Z 18 232 C 18 5.7317.14 2.14 1.43 1.19 1.07
17.14 2.14 1.43 1.19 1.07
262 Z 16 262 C 16 5.5716.14 2.02 1.35 1.12 1.01
16.14 2.02 1.35 1.12 1.01
262 Z 18 262 C 18 6.2519.76 2.47 1.65 1.37 1.23
19.76 2.47 1.65 1.37 1.23
SECTION REFERENCEZED & C PROFILE 2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 8.50m
202 Z 14 202 C 14 3.938.60 1.01 0.67 0.56 0.51
8.60 1.01 0.67 0.56 0.51
202 Z 15 202 C 15 4.219.19 1.08 0.72 0.60 0.54
9.19 1.08 0.72 0.60 0.54
202 Z 16 202 C 16 4.489.78 1.15 0.77 0.64 0.58
9.78 1.15 0.77 0.64 0.58
202 Z 18 202 C 18 5.0210.95 1.29 0.86 0.72 0.64
10.95 1.29 0.86 0.72 0.64
232 Z 15 232 C 15 4.7911.80 1.39 0.93 0.77 0.69
11.80 1.39 0.93 0.77 0.69
232 Z 16 232 C 16 5.1113.20 1.55 1.04 0.86 0.78
13.20 1.55 1.04 0.86 0.78
232 Z 18 232 C 18 5.7316.06 1.89 1.26 1.05 0.94
16.06 1.89 1.26 1.05 0.94
262 Z 16 262 C 16 5.5715.13 1.78 1.19 0.99 0.89
15.13 1.78 1.19 0.99 0.89
262 Z 18 262 C 18 6.2518.53 2.18 1.45 1.21 1.09
18.53 2.18 1.45 1.21 1.09
262 Z 20 262 C 20 6.9221.95 2.58 1.72 1.43 1.29
21.95 2.58 1.72 1.43 1.29
SPAN 9.00m
202 Z 14 202 C 14 3.937.75 0.86 0.57 0.48 0.43
7.75 0.86 0.57 0.48 0.43
202 Z 15 202 C 15 4.218.28 0.92 0.61 0.51 0.46
8.28 0.92 0.61 0.51 0.46
202 Z 16 202 C 16 4.488.81 0.98 0.65 0.54 0.49
8.81 0.98 0.65 0.54 0.49
202 Z 18 202 C 18 5.029.87 1.10 0.73 0.61 0.55
9.87 1.10 0.73 0.61 0.55
232 Z 15 232 C 15 4.7911.08 1.23 0.82 0.68 0.62
11.08 1.23 0.82 0.68 0.62
232 Z 16 232 C 16 5.1112.41 1.38 0.92 0.77 0.69
12.41 1.38 0.92 0.77 0.69
232 Z 18 232 C 18 5.7314.50 1.61 1.07 0.89 0.81
14.50 1.61 1.07 0.89 0.81
232 Z 20 232 C 20 6.3416.04 1.78 1.19 0.99 0.89
16.04 1.78 1.19 0.99 0.89
262 Z 16 262 C 16 5.5714.22 1.58 1.05 0.88 0.79
14.22 1.58 1.05 0.88 0.79
262 Z 18 262 C 18 6.2517.43 1.94 1.29 1.08 0.97
17.43 1.94 1.29 1.08 0.97
262 Z 20 262 C 20 6.9220.65 2.29 1.53 1.27 1.15
20.65 2.29 1.53 1.27 1.15
262 Z 23 262 C 23 7.9224.49 2.72 1.81 1.51 1.36
24.49 2.72 1.81 1.51 1.36
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESZed & C-Section Sleeved Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Slee
ved
Side
Rai
l Sys
tem
67
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 9.50m
232 Z 15 232 C 15 4.7910.44 1.10 0.73 0.61 0.55
10.44 1.10 0.73 0.61 0.55
232 Z 16 232 C 16 5.1111.70 1.23 0.82 0.68 0.62
11.70 1.23 0.82 0.68 0.62
232 Z 18 232 C 18 5.7313.15 1.38 0.92 0.77 0.69
13.15 1.38 0.92 0.77 0.69
262 Z 16 262 C 16 5.5713.41 1.41 0.94 0.78 0.71
13.41 1.41 0.94 0.78 0.71
262 Z 18 262 C 18 6.2516.44 1.73 1.15 0.96 0.87
16.44 1.73 1.15 0.96 0.87
262 Z 20 262 C 20 6.9219.43 2.05 1.36 1.14 1.02
19.43 2.05 1.36 1.14 1.02
262 Z 23 262 C 23 7.9222.22 2.34 1.56 1.30 1.17
22.22 2.34 1.56 1.30 1.17
SPAN 10.00m
232 Z 15 232 C 15 4.799.86 0.99 0.66 0.55 0.49
9.86 0.99 0.66 0.55 0.49
232 Z 16 232 C 16 5.1110.69 1.07 0.71 0.59 0.53
10.69 1.07 0.71 0.59 0.53
232 Z 18 232 C 18 5.7311.98 1.20 0.80 0.67 0.60
11.98 1.20 0.80 0.67 0.60
262 Z 16 262 C 16 5.5712.68 1.27 0.85 0.70 0.63
12.68 1.27 0.85 0.70 0.63
262 Z 18 262 C 18 6.2515.55 1.55 1.04 0.86 0.78
15.55 1.55 1.04 0.86 0.78
262 Z 20 262 C 20 6.9217.72 1.77 1.18 0.98 0.89
17.72 1.77 1.18 0.98 0.89
302 Z 20 302 C 20 7.8922.41 2.24 1.49 1.24 1.12
22.41 2.24 1.49 1.24 1.12
SPAN 10.50m
232 Z 15 232 C 15 4.799.19 0.88 0.58 0.49 0.44
9.19 0.88 0.58 0.49 0.44
232 Z 16 232 C 16 5.119.79 0.93 0.62 0.52 0.47
9.79 0.93 0.62 0.52 0.47
232 Z 18 232 C 18 5.7310.96 1.04 0.70 0.58 0.52
10.96 1.04 0.70 0.58 0.52
262 Z 16 262 C 16 5.5712.01 1.14 0.76 0.64 0.57
12.01 1.14 0.76 0.64 0.57
262 Z 18 262 C 18 6.2514.66 1.40 0.93 0.78 0.70
14.66 1.40 0.93 0.78 0.70
262 Z 20 262 C 20 6.9216.22 1.55 1.03 0.86 0.77
16.22 1.55 1.03 0.86 0.77
302 Z 20 302 C 20 7.8921.27 2.03 1.35 1.13 1.01
21.27 2.03 1.35 1.13 1.01
302 Z 23 302 C 23 9.0426.64 2.54 1.69 1.41 1.27
26.64 2.54 1.69 1.41 1.27
SECTION REFERENCEZED & C PROFILE 2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 11.00m
262 Z 16 262 C 16 5.5711.40 1.04 0.69 0.58 0.52
11.40 1.04 0.69 0.58 0.52
262 Z 18 262 C 18 6.2513.47 1.22 0.82 0.68 0.61
13.47 1.22 0.82 0.68 0.61
262 Z 20 262 C 20 6.9214.91 1.36 0.90 0.75 0.68
14.91 1.36 0.90 0.75 0.68
302 Z 20 302 C 20 7.8920.23 1.84 1.23 1.02 0.92
20.23 1.84 1.23 1.02 0.92
302 Z 23 302 C 23 9.0425.04 2.28 1.52 1.26 1.14
25.04 2.28 1.52 1.26 1.14
302 Z 25 302 C 25 9.8027.12 2.47 1.64 1.37 1.23
27.12 2.47 1.64 1.37 1.23
SPAN 11.50m
262 Z 16 262 C 16 5.5710.84 0.94 0.63 0.52 0.47
10.84 0.94 0.63 0.52 0.47
262 Z 18 262 C 18 6.2512.43 1.08 0.72 0.60 0.54
12.43 1.08 0.72 0.60 0.54
262 Z 20 262 C 20 6.9213.76 1.20 0.80 0.66 0.60
13.76 1.20 0.80 0.66 0.60
302 Z 20 302 C 20 7.8919.27 1.68 1.12 0.93 0.84
19.27 1.68 1.12 0.93 0.84
302 Z 23 302 C 23 9.0423.11 2.01 1.34 1.12 1.00
23.11 2.01 1.34 1.12 1.00
302 Z 25 302 C 25 9.8025.04 2.18 1.45 1.21 1.09
25.04 2.18 1.45 1.21 1.09
342 Z 23 342 C 23 10.1328.60 2.49 1.66 1.38 1.24
28.60 2.49 1.66 1.38 1.24
SPAN 12.00m
262 Z 16 262 C 16 5.5710.27 0.86 0.57 0.48 0.43
10.27 0.86 0.57 0.48 0.43
262 Z 18 262 C 18 6.2511.51 0.96 0.64 0.53 0.48
11.51 0.96 0.64 0.53 0.48
262 Z 20 262 C 20 6.9212.74 1.06 0.71 0.59 0.53
12.74 1.06 0.71 0.59 0.53
302 Z 20 302 C 20 7.8918.40 1.53 1.02 0.85 0.77
18.40 1.53 1.02 0.85 0.77
302 Z 23 302 C 23 9.0421.40 1.78 1.19 0.99 0.89
21.40 1.78 1.19 0.99 0.89
302 Z 25 302 C 25 9.8023.18 1.93 1.29 1.07 0.97
23.18 1.93 1.29 1.07 0.97
342 Z 23 342 C 23 10.1327.33 2.28 1.52 1.27 1.14
27.33 2.28 1.52 1.27 1.14
342 Z 25 342 C 25 10.9831.25 2.60 1.74 1.45 1.30
31.25 2.60 1.74 1.45 1.30
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESZed & C-Section Sleeved Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Slee
ved
Side
Rai
l Sys
tem
68
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 12.50m
262 Z 18 262 C 18 6.2510.68 0.85 0.57 0.47 0.43
10.68 0.85 0.57 0.47 0.43
262 Z 20 262 C 20 6.9211.82 0.95 0.63 0.53 0.47
11.82 0.95 0.63 0.53 0.47
302 Z 20 302 C 20 7.8917.37 1.39 0.93 0.77 0.69
17.37 1.39 0.93 0.77 0.69
302 Z 23 302 C 23 9.0419.88 1.59 1.06 0.88 0.80
19.88 1.59 1.06 0.88 0.80
302 Z 25 302 C 25 9.8021.53 1.72 1.15 0.96 0.86
21.53 1.72 1.15 0.96 0.86
342 Z 23 342 C 23 10.1326.16 2.09 1.40 1.16 1.05
26.16 2.09 1.40 1.16 1.05
342 Z 25 342 C 25 10.9829.92 2.39 1.60 1.33 1.20
29.92 2.39 1.60 1.33 1.20
SPAN 13.00m
262 Z 20 262 C 20 6.9211.01 0.85 0.56 0.47 0.42
11.01 0.85 0.56 0.47 0.42
302 Z 20 302 C 20 7.8916.18 1.24 0.83 0.69 0.62
16.18 1.24 0.83 0.69 0.62
302 Z 23 302 C 23 9.0418.51 1.42 0.95 0.79 0.71
18.51 1.42 0.95 0.79 0.71
302 Z 25 302 C 25 9.8020.06 1.54 1.03 0.86 0.77
20.06 1.54 1.03 0.86 0.77
342 Z 23 342 C 23 10.1325.08 1.93 1.29 1.07 0.96
25.08 1.93 1.29 1.07 0.96
342 Z 25 342 C 25 10.9828.00 2.15 1.44 1.20 1.08
28.00 2.15 1.44 1.20 1.08
342 Z 29 342 C 29 12.6832.28 2.48 1.66 1.38 1.24
32.28 2.48 1.66 1.38 1.24
SPAN 13.50m
302 Z 20 302 C 20 7.8915.11 1.12 0.75 0.62 0.56
15.11 1.12 0.75 0.62 0.56
302 Z 23 302 C 23 9.0417.29 1.28 0.85 0.71 0.64
17.29 1.28 0.85 0.71 0.64
302 Z 25 302 C 25 9.8018.73 1.39 0.92 0.77 0.69
18.73 1.39 0.92 0.77 0.69
342 Z 23 342 C 23 10.1324.07 1.78 1.19 0.99 0.89
24.07 1.78 1.19 0.99 0.89
342 Z 25 342 C 25 10.9826.15 1.94 1.29 1.08 0.97
26.15 1.94 1.29 1.08 0.97
342 Z 29 342 C 29 12.6830.15 2.23 1.49 1.24 1.12
30.15 2.23 1.49 1.24 1.12
342 Z 32 342 C 32 13.9433.12 2.45 1.64 1.36 1.23
33.12 2.45 1.64 1.36 1.23
SECTION REFERENCEZED & C PROFILE 2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 14.00m
302 Z 20 302 C 20 7.8914.14 1.01 0.67 0.56 0.51
14.14 1.01 0.67 0.56 0.51
302 Z 23 302 C 23 9.0416.18 1.16 0.77 0.64 0.58
16.18 1.16 0.77 0.64 0.58
302 Z 25 302 C 25 9.8017.53 1.25 0.83 0.70 0.63
17.53 1.25 0.83 0.70 0.63
342 Z 23 342 C 23 10.1322.60 1.61 1.08 0.90 0.81
22.60 1.61 1.08 0.90 0.81
342 Z 25 342 C 25 10.9824.49 1.75 1.17 0.97 0.87
24.49 1.75 1.17 0.97 0.87
342 Z 29 342 C 29 12.6828.23 2.02 1.34 1.12 1.01
28.23 2.02 1.34 1.12 1.01
342 Z 32 342 C 32 13.9431.01 2.22 1.48 1.23 1.11
31.01 2.22 1.48 1.23 1.11
SPAN 14.50m
302 Z 20 302 C 20 7.8913.27 0.92 0.61 0.51 0.46
13.27 0.92 0.61 0.51 0.46
302 Z 23 302 C 23 9.0415.18 1.05 0.70 0.58 0.52
15.18 1.05 0.70 0.58 0.52
302 Z 25 302 C 25 9.8016.45 1.13 0.76 0.63 0.57
16.45 1.13 0.76 0.63 0.57
342 Z 23 342 C 23 10.1321.21 1.46 0.98 0.81 0.73
21.21 1.46 0.98 0.81 0.73
342 Z 25 342 C 25 10.9822.98 1.58 1.06 0.88 0.79
22.98 1.58 1.06 0.88 0.79
342 Z 29 342 C 29 12.6826.50 1.83 1.22 1.02 0.91
26.50 1.83 1.22 1.02 0.91
342 Z 32 342 C 32 13.9429.10 2.01 1.34 1.12 1.00
29.10 2.01 1.34 1.12 1.00
SPAN 15.00m
302 Z 20 302 C 20 7.8912.47 0.83 0.55 0.46 0.42
12.47 0.83 0.55 0.46 0.42
302 Z 23 302 C 23 9.0414.27 0.95 0.63 0.53 0.48
14.27 0.95 0.63 0.53 0.48
302 Z 25 302 C 25 9.8015.46 1.03 0.69 0.57 0.52
15.46 1.03 0.69 0.57 0.52
342 Z 23 342 C 23 10.1319.94 1.33 0.89 0.74 0.66
19.94 1.33 0.89 0.74 0.66
342 Z 25 342 C 25 10.9821.61 1.44 0.96 0.80 0.72
21.61 1.44 0.96 0.80 0.72
342 Z 29 342 C 29 12.6824.92 1.66 1.11 0.92 0.83
24.92 1.66 1.11 0.92 0.83
342 Z 32 342 C 32 13.9427.37 1.82 1.22 1.01 0.91
27.37 1.82 1.22 1.01 0.91
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESZed & C-Section Butt Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Butt
Side
Rai
l Sys
tem
69
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 3.50m
142 Z 13 142 C 13 2.949.66 2.76 1.84 1.53 1.38
9.66 2.76 1.84 1.53 1.38
142 Z 14 142 C 14 3.1610.93 3.12 2.08 1.74 1.56
10.93 3.12 2.08 1.74 1.56
SPAN 4.00m
142 Z 13 142 C 13 2.947.94 1.99 1.32 1.10 0.99
7.94 1.99 1.32 1.10 0.99
142 Z 14 142 C 14 3.168.53 2.13 1.42 1.19 1.07
8.53 2.13 1.42 1.19 1.07
142 Z 15 142 C 15 3.389.11 2.28 1.52 1.27 1.14
9.11 2.28 1.52 1.27 1.14
142 Z 16 142 C 16 3.609.70 2.42 1.62 1.35 1.21
9.70 2.42 1.62 1.35 1.21
SPAN 4.50m
142 Z 13 142 C 13 2.946.28 1.39 0.93 0.77 0.70
6.28 1.39 0.93 0.77 0.70
142 Z 14 142 C 14 3.166.74 1.50 1.00 0.83 0.75
6.74 1.50 1.00 0.83 0.75
142 Z 15 142 C 15 3.387.20 1.60 1.07 0.89 0.80
7.20 1.60 1.07 0.89 0.80
172 Z 13 172 C 13 3.359.29 2.06 1.38 1.15 1.03
9.29 2.06 1.38 1.15 1.03
172 Z 14 172 C 14 3.6010.56 2.35 1.57 1.30 1.17
10.56 2.35 1.57 1.30 1.17
172 Z 15 172 C 15 3.8511.82 2.63 1.75 1.46 1.31
11.82 2.63 1.75 1.46 1.31
172 Z 16 172 C 16 4.1012.58 2.80 1.86 1.55 1.40
12.58 2.80 1.86 1.55 1.40
SPAN 5.00m
142 Z 13 142 C 13 2.945.08 1.02 0.68 0.56 0.51
5.08 1.02 0.68 0.56 0.51
142 Z 14 142 C 14 3.165.46 1.09 0.73 0.61 0.55
5.46 1.09 0.73 0.61 0.55
172 Z 13 172 C 13 3.358.27 1.65 1.10 0.92 0.83
8.27 1.65 1.10 0.92 0.83
172 Z 14 172 C 14 3.608.96 1.79 1.19 1.00 0.90
8.96 1.79 1.19 1.00 0.90
172 Z 15 172 C 15 3.859.58 1.92 1.28 1.06 0.96
9.58 1.92 1.28 1.06 0.96
202 Z 14 202 C 14 3.9311.19 2.24 1.49 1.24 1.12
11.19 2.24 1.49 1.24 1.12
202 Z 15 202 C 15 4.2112.59 2.52 1.68 1.40 1.26
12.59 2.52 1.68 1.40 1.26
SPAN 5.50m
142 Z 13 142 C 13 2.944.20 0.76 0.51 0.42 0.38
4.20 0.76 0.51 0.42 0.38
142 Z 14 142 C 14 3.164.51 0.82 0.55 0.46 0.41
4.51 0.82 0.55 0.46 0.41
142 Z 15 142 C 15 3.384.82 0.88 0.58 0.49 0.44
4.82 0.88 0.58 0.49 0.44
172 Z 13 172 C 13 3.356.89 1.25 0.84 0.70 0.63
6.89 1.25 0.84 0.70 0.63
172 Z 14 172 C 14 3.607.40 1.35 0.90 0.75 0.67
7.40 1.35 0.90 0.75 0.67
SECTION REFERENCEZED & C PROFILE
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 5.50m continued
172 Z 15 172 C 15 3.857.91 1.44 0.96 0.80 0.72
7.91 1.44 0.96 0.80 0.72
202 Z 14 202 C 14 3.9310.05 1.83 1.22 1.02 0.91
10.05 1.83 1.22 1.02 0.91
202 Z 15 202 C 15 4.2111.32 2.06 1.37 1.14 1.03
11.32 2.06 1.37 1.14 1.03
202 Z 16 202 C 16 4.4812.27 2.23 1.49 1.24 1.12
12.25 2.23 1.49 1.24 1.11
SPAN 6.00m
172 Z 13 172 C 13 3.355.79 0.97 0.64 0.54 0.48
5.79 0.97 0.64 0.54 0.48
172 Z 14 172 C 14 3.606.22 1.04 0.69 0.58 0.52
6.22 1.04 0.69 0.58 0.52
172 Z 15 172 C 15 3.856.65 1.11 0.74 0.62 0.55
6.65 1.11 0.74 0.62 0.55
202 Z 14 202 C 14 3.939.06 1.51 1.01 0.84 0.76
8.53 1.42 0.95 0.79 0.71
202 Z 15 202 C 15 4.219.69 1.61 1.08 0.90 0.81
9.18 1.53 1.02 0.85 0.76
202 Z 16 202 C 16 4.4810.31 1.72 1.15 0.95 0.86
9.77 1.63 1.09 0.90 0.81
232 Z 15 232 C 15 4.7912.40 2.07 1.38 1.15 1.03
12.40 2.07 1.38 1.15 1.03
232 Z 16 232 C 16 5.1113.89 2.32 1.54 1.29 1.16
13.89 2.32 1.54 1.29 1.16
SPAN 6.50m
172 Z 13 172 C 13 3.354.94 0.76 0.51 0.42 0.38
4.94 0.76 0.51 0.42 0.38
172 Z 14 172 C 14 3.605.30 0.82 0.54 0.45 0.41
5.30 0.82 0.54 0.45 0.41
172 Z 15 172 C 15 3.855.67 0.87 0.58 0.48 0.44
5.67 0.87 0.58 0.48 0.44
202 Z 14 202 C 14 3.937.72 1.19 0.79 0.66 0.59
7.72 1.19 0.79 0.66 0.59
202 Z 15 202 C 15 4.218.25 1.27 0.85 0.71 0.63
8.25 1.27 0.85 0.71 0.63
202 Z 16 202 C 16 4.488.78 1.35 0.90 0.75 0.68
8.78 1.35 0.90 0.75 0.68
232 Z 15 232 C 15 4.7911.85 1.82 1.22 1.01 0.91
11.85 1.82 1.22 1.01 0.91
232 Z 16 232 C 16 5.1113.23 2.04 1.36 1.13 1.02
13.23 2.04 1.36 1.13 1.02
232 Z 18 232 C 18 5.7314.83 2.28 1.52 1.27 1.14
14.83 2.28 1.52 1.27 1.14
SPAN 7.00m
172 Z 13 172 C 13 3.354.26 0.61 0.41 0.34 0.30
4.26 0.61 0.41 0.34 0.30
172 Z 14 172 C 14 3.604.57 0.65 0.44 0.36 0.33
4.57 0.65 0.44 0.36 0.33
172 Z 15 172 C 15 3.854.89 0.70 0.47 0.39 0.35
4.89 0.70 0.47 0.39 0.35
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESZed & C-Section Butt Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Butt
Side
Rai
l Sys
tem
70
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 7.00m continued
202 Z 14 202 C 14 3.936.66 0.95 0.63 0.53 0.48
6.66 0.95 0.63 0.53 0.48
202 Z 15 202 C 15 4.217.12 1.02 0.68 0.56 0.51
7.12 1.02 0.68 0.56 0.51
202 Z 16 202 C 16 4.487.57 1.08 0.72 0.60 0.54
7.57 1.08 0.72 0.60 0.54
232 Z 15 232 C 15 4.7910.72 1.53 1.02 0.85 0.77
10.72 1.53 1.02 0.85 0.77
232 Z 16 232 C 16 5.1111.41 1.63 1.09 0.91 0.82
11.41 1.63 1.09 0.91 0.82
232 Z 18 232 C 18 5.7312.78 1.83 1.22 1.01 0.91
12.78 1.83 1.22 1.01 0.91
SPAN 7.50m
202 Z 14 202 C 14 3.935.80 0.77 0.52 0.43 0.39
5.80 0.77 0.52 0.43 0.39
202 Z 15 202 C 15 4.216.20 0.83 0.55 0.46 0.41
6.20 0.83 0.55 0.46 0.41
202 Z 16 202 C 16 4.486.60 0.88 0.59 0.49 0.44
6.60 0.88 0.59 0.49 0.44
232 Z 15 232 C 15 4.799.34 1.24 0.83 0.69 0.62
9.34 1.24 0.83 0.69 0.62
232 Z 16 232 C 16 5.119.94 1.33 0.88 0.74 0.66
9.94 1.33 0.88 0.74 0.66
232 Z 18 232 C 18 5.7311.14 1.48 0.99 0.82 0.74
11.14 1.48 0.99 0.82 0.74
262 Z 16 262 C 16 5.5713.05 1.74 1.16 0.97 0.87
13.05 1.74 1.16 0.97 0.87
262 Z 18 262 C 18 6.2515.23 2.03 1.35 1.13 1.02
15.12 2.02 1.34 1.12 1.01
SPAN 8.00m
232 Z 15 232 C 15 4.798.21 1.03 0.68 0.57 0.51
8.21 1.03 0.68 0.57 0.51
232 Z 16 232 C 16 5.118.74 1.09 0.73 0.61 0.55
8.74 1.09 0.73 0.61 0.55
232 Z 18 232 C 18 5.739.79 1.22 0.82 0.68 0.61
9.79 1.22 0.82 0.68 0.61
232 Z 20 232 C 20 6.3410.83 1.35 0.90 0.75 0.68
10.83 1.35 0.90 0.75 0.68
262 Z 16 262 C 16 5.5711.94 1.49 1.00 0.83 0.75
11.53 1.44 0.96 0.80 0.72
262 Z 18 262 C 18 6.2513.39 1.67 1.12 0.93 0.84
12.94 1.62 1.08 0.90 0.81
262 Z 20 262 C 20 6.9214.82 1.85 1.23 1.03 0.93
14.32 1.79 1.19 0.99 0.90
SPAN 8.50m
232 Z 15 232 C 15 4.797.27 0.86 0.57 0.48 0.43
7.27 0.86 0.57 0.48 0.43
232 Z 16 232 C 16 5.117.74 0.91 0.61 0.51 0.46
7.74 0.91 0.61 0.51 0.46
232 Z 18 232 C 18 5.738.67 1.02 0.68 0.57 0.51
8.67 1.02 0.68 0.57 0.51
SECTION REFERENCEZED & C PROFILE
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 8.50m continued
232 Z 20 232 C 20 6.349.59 1.13 0.75 0.63 0.56
9.59 1.13 0.75 0.63 0.56
262 Z 16 262 C 16 5.5710.58 1.24 0.83 0.69 0.62
9.85 1.16 0.77 0.64 0.58
262 Z 18 262 C 18 6.2511.86 1.39 0.93 0.77 0.70
11.05 1.30 0.87 0.72 0.65
262 Z 20 262 C 20 6.9213.12 1.54 1.03 0.86 0.77
12.24 1.44 0.96 0.80 0.72
262 Z 23 262 C 23 7.9215.01 1.77 1.18 0.98 0.88
13.97 1.64 1.10 0.91 0.82
262 Z 25 262 C 25 8.5916.25 1.91 1.27 1.06 0.96
15.12 1.78 1.19 0.99 0.89
SPAN 9.00m
232 Z 15 232 C 15 4.796.48 0.72 0.48 0.40 0.36
6.25 0.69 0.46 0.39 0.35
232 Z 16 232 C 16 5.116.90 0.77 0.51 0.43 0.38
6.65 0.74 0.49 0.41 0.37
232 Z 18 232 C 18 5.737.73 0.86 0.57 0.48 0.43
7.47 0.83 0.55 0.46 0.41
232 Z 20 232 C 20 6.348.56 0.95 0.63 0.53 0.48
8.28 0.92 0.61 0.51 0.46
262 Z 16 262 C 16 5.579.44 1.05 0.70 0.58 0.52
8.42 0.94 0.62 0.52 0.47
262 Z 18 262 C 18 6.2510.58 1.18 0.78 0.65 0.59
9.46 1.05 0.70 0.58 0.53
262 Z 20 262 C 20 6.9211.71 1.30 0.87 0.72 0.65
10.48 1.16 0.78 0.65 0.58
262 Z 23 262 C 23 7.9213.38 1.49 0.99 0.83 0.74
11.97 1.33 0.89 0.74 0.66
302 Z 20 302 C 20 7.8917.66 1.96 1.31 1.09 0.98
16.42 1.82 1.22 1.01 0.91
302 Z 23 302 C 23 9.0420.20 2.24 1.50 1.25 1.12
18.82 2.09 1.39 1.16 1.05
SPAN 9.50m
262 Z 16 262 C 16 5.578.47 0.89 0.59 0.50 0.45
7.23 0.76 0.51 0.42 0.38
262 Z 18 262 C 18 6.259.49 1.00 0.67 0.56 0.50
8.13 0.86 0.57 0.48 0.43
262 Z 20 262 C 20 6.9210.51 1.11 0.74 0.61 0.55
9.01 0.95 0.63 0.53 0.47
262 Z 23 262 C 23 7.9212.01 1.26 0.84 0.70 0.63
10.29 1.08 0.72 0.60 0.54
302 Z 20 302 C 20 7.8915.85 1.67 1.11 0.93 0.83
14.25 1.50 1.00 0.83 0.75
302 Z 23 302 C 23 9.0418.13 1.91 1.27 1.06 0.95
16.35 1.72 1.15 0.96 0.86
302 Z 25 302 C 25 9.8019.64 2.07 1.38 1.15 1.03
17.63 1.86 1.24 1.03 0.93
SPAN 10.00m
262 Z 16 262 C 16 5.577.64 0.76 0.51 0.42 0.38
6.24 0.62 0.42 0.35 0.31
262 Z 18 262 C 18 6.258.57 0.86 0.57 0.48 0.43
7.02 0.70 0.47 0.39 0.35
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESZed & C-Section Butt Side Rail System
LOAD
TAB
LES
- Zed
& C
-Sec
tion
Butt
Side
Rai
l Sys
tem
71
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 10.00m continued
262 Z 20 262 C 20 6.929.48 0.95 0.63 0.53 0.47
7.78 0.78 0.52 0.43 0.39
302 Z 20 302 C 20 7.8914.30 1.43 0.95 0.79 0.72
12.40 1.24 0.83 0.69 0.62
302 Z 23 302 C 23 9.0416.36 1.64 1.09 0.91 0.82
14.23 1.42 0.95 0.79 0.71
302 Z 25 302 C 25 9.8017.73 1.77 1.18 0.98 0.89
15.35 1.53 1.02 0.85 0.77
342 Z 23 342 C 23 10.1323.39 2.34 1.56 1.30 1.17
20.88 2.09 1.39 1.16 1.04
342 Z 25 342 C 25 10.9825.34 2.53 1.69 1.41 1.27
22.64 2.26 1.51 1.26 1.13
SPAN 10.50m
262 Z 25 262 C 25 8.5910.65 1.01 0.68 0.56 0.51
10.65 1.01 0.68 0.56 0.51
302 Z 20 302 C 20 7.8912.97 1.24 0.82 0.69 0.62
12.97 1.24 0.82 0.69 0.62
302 Z 23 302 C 23 9.0414.84 1.41 0.94 0.79 0.71
14.84 1.41 0.94 0.79 0.71
302 Z 25 302 C 25 9.8016.08 1.53 1.02 0.85 0.77
16.08 1.53 1.02 0.85 0.77
342 Z 23 342 C 23 10.1321.21 2.02 1.35 1.12 1.01
21.21 2.02 1.35 1.12 1.01
342 Z 25 342 C 25 10.9822.99 2.19 1.46 1.22 1.09
22.99 2.19 1.46 1.22 1.09
SPAN 11.00m
302 Z 20 302 C 20 7.8911.82 1.07 0.72 0.60 0.54
11.82 1.07 0.72 0.60 0.54
302 Z 23 302 C 23 9.0413.52 1.23 0.82 0.68 0.61
13.52 1.23 0.82 0.68 0.61
302 Z 25 302 C 25 9.8014.65 1.33 0.89 0.74 0.67
14.65 1.33 0.89 0.74 0.67
342 Z 23 342 C 23 10.1319.33 1.76 1.17 0.98 0.88
19.33 1.76 1.17 0.98 0.88
342 Z 25 342 C 25 10.9820.94 1.90 1.27 1.06 0.95
20.94 1.90 1.27 1.06 0.95
342 Z 32 342 C 32 13.9426.52 2.41 1.61 1.34 1.21
26.52 2.41 1.61 1.34 1.21
SPAN 11.50m
302 Z 23 302 C 23 9.0412.37 1.08 0.72 0.60 0.54
12.37 1.08 0.72 0.60 0.54
302 Z 25 302 C 25 9.8013.40 1.17 0.78 0.65 0.58
13.40 1.17 0.78 0.65 0.58
342 Z 23 342 C 23 10.1317.68 1.54 1.03 0.85 0.77
17.68 1.54 1.03 0.85 0.77
342 Z 25 342 C 25 10.9819.16 1.67 1.11 0.93 0.83
19.16 1.67 1.11 0.93 0.83
342 Z 29 342 C 29 12.6822.09 1.92 1.28 1.07 0.96
22.09 1.92 1.28 1.07 0.96
SPAN 12.00m
302 Z 25 302 C 25 9.8012.31 1.03 0.68 0.57 0.51
12.31 1.03 0.68 0.57 0.51
SECTION REFERENCEZED & C PROFILE
2000180015001000
WEIGHTkg/m
WORKING LOADS
ALLOWABLE LOADING IN kN/m2
RAIL CENTRES in millimetresTOTALU.D.L.
kN
SPAN 12.00m continued
342 Z 23 342 C 23 10.1316.24 1.35 0.90 0.75 0.68
16.24 1.35 0.90 0.75 0.68
342 Z 25 342 C 25 10.9817.60 1.47 0.98 0.81 0.73
17.60 1.47 0.98 0.81 0.73
342 Z 29 342 C 29 12.6820.29 1.69 1.13 0.94 0.85
20.29 1.69 1.13 0.94 0.85
SPAN 12.50m
302 Z 25 302 C 25 9.8011.35 0.91 0.61 0.50 0.45
11.35 0.91 0.61 0.50 0.45
342 Z 23 342 C 23 10.1314.97 1.20 0.80 0.67 0.60
14.97 1.20 0.80 0.67 0.60
342 Z 25 342 C 25 10.9816.22 1.30 0.87 0.72 0.65
16.22 1.30 0.87 0.72 0.65
342 Z 29 342 C 29 12.6818.70 1.50 1.00 0.83 0.75
18.70 1.50 1.00 0.83 0.75
SPAN 13.00m
342 Z 23 342 C 23 10.1313.84 1.06 0.71 0.59 0.53
13.84 1.06 0.71 0.59 0.53
342 Z 25 342 C 25 10.9815.00 1.15 0.77 0.64 0.58
15.00 1.15 0.77 0.64 0.58
342 Z 32 342 C 32 13.9418.99 1.46 0.97 0.81 0.73
18.99 1.46 0.97 0.81 0.73
SPAN 13.50m
342 Z 23 342 C 23 10.1312.83 0.95 0.63 0.53 0.48
12.83 0.95 0.63 0.53 0.48
342 Z 25 342 C 25 10.9813.91 1.03 0.69 0.57 0.52
13.91 1.03 0.69 0.57 0.52
342 Z 32 342 C 32 13.9417.61 1.30 0.87 0.72 0.65
17.61 1.30 0.87 0.72 0.65
SPAN 14.00m
342 Z 23 342 C 23 10.1311.93 0.85 0.57 0.47 0.43
11.93 0.85 0.57 0.47 0.43
342 Z 25 342 C 25 10.9812.93 0.92 0.62 0.51 0.46
12.93 0.92 0.62 0.51 0.46
342 Z 32 342 C 32 13.9416.37 1.17 0.78 0.65 0.58
16.37 1.17 0.78 0.65 0.58
SPAN 14.50m
342 Z 23 342 C 23 10.1311.12 0.77 0.51 0.43 0.38
11.12 0.77 0.51 0.43 0.38
342 Z 25 342 C 25 10.9812.05 0.83 0.55 0.46 0.42
12.05 0.83 0.55 0.46 0.42
342 Z 32 342 C 32 13.9415.26 1.05 0.70 0.58 0.53
15.26 1.05 0.70 0.58 0.53
SPAN 15.00m
342 Z 23 342 C 23 10.1310.39 0.69 0.46 0.38 0.35
10.39 0.69 0.46 0.38 0.35
342 Z 25 342 C 25 10.9811.26 0.75 0.50 0.42 0.38
11.26 0.75 0.50 0.42 0.38
342 Z 32 342 C 32 13.9414.26 0.95 0.63 0.53 0.48
14.26 0.95 0.63 0.53 0.48
SECTION REFERENCEZED & C PROFILE
Uniform pressure values indicated in BLACK. Uniform suction values indicated in RED.Tables are based on a deflection limit of SPAN/150 and adopt a cladding weight of12.5kg/m2 on elevation.
LOAD TABLESSingle Span C-Section Wall Restraint
Double Span C-Section Wall Restraint
LOAD
TAB
LES
- C-S
ectio
n W
all R
estra
int
72
SECTION REFERENCE
WEIGHTkg/m
WORKING U.D.L. kN for a DEFLECTION
NOT EXCEEDING SPAN 300
SPAN 3.5m142 C 13 2.94 5.32
142 C 15 3.38 6.10
142 C 18 4.03 7.26
172 C 13 3.35 8.73
172 C 14 3.60 9.37
172 C 15 3.85 10.02
SPAN 4.0m142 C 15 3.38 4.67
142 C 18 4.03 5.56
172 C 13 3.35 6.68
172 C 14 3.60 7.18
172 C 15 3.85 7.67
172 C 18 4.59 9.13
202 C 14 3.93 10.41
202 C 15 4.21 11.13
202 C 16 4.48 11.84
SPAN 4.5m172 C 13 3.35 5.28
172 C 15 3.85 6.06
172 C 18 4.59 7.21
202 C 14 3.93 8.22
202 C 15 4.21 8.79
202 C 16 4.48 9.35
202 C 20 5.56 11.58
232 C 15 4.79 13.03
232 C 16 5.11 13.87
SECTION REFERENCE
WEIGHTkg/m
WORKING U.D.L. kN for a DEFLECTION
NOT EXCEEDING SPAN 300
SPAN 5.0m172 C 18 4.59 5.84
172 C 20 5.08 6.46
202 C 14 3.93 6.66
202 C 16 4.48 7.58
202 C 20 5.56 9.38
232 C 15 4.79 10.56
232 C 18 5.73 12.59
232 C 20 6.34 13.93
232 C 23 7.26 15.92
SPAN 5.5m202 C 16 4.48 6.26
202 C 20 5.56 7.75
232 C 15 4.79 8.73
232 C 18 5.73 10.41
232 C 23 7.26 13.16
262 C 16 5.57 12.74
262 C 18 6.25 14.27
262 C 20 6.92 15.80
SPAN 6.0m232 C 15 4.79 7.33
232 C 18 5.73 8.74
232 C 20 6.34 9.67
262 C 16 5.57 10.70
262 C 18 6.25 11.99
262 C 20 6.92 13.28
262 C 25 8.59 16.44
SECTION REFERENCE
WEIGHTkg/m
WORKING U.D.L. kN for a DEFLECTION
NOT EXCEEDING SPAN 300
SPAN 6.5m232 C 18 5.73 7.45
232 C 20 6.34 8.24
262 C 16 5.57 9.12
262 C 18 6.25 10.22
262 C 20 6.92 11.31
262 C 25 8.59 14.00
302 C 20 7.89 17.01
302 C 23 9.04 19.46
SPAN 7.0m262 C 16 5.57 7.86
262 C 18 6.25 8.81
262 C 20 6.92 9.75
262 C 25 8.59 12.07
302 C 20 7.89 14.67
302 C 23 9.04 16.78
302 C 25 9.80 18.18
302 C 29 11.31 20.95
SPAN 7.5m262 C 20 6.92 8.50
262 C 23 7.92 9.71
262 C 25 8.59 10.52
302 C 20 7.89 12.78
302 C 25 9.80 15.84
302 C 29 11.31 18.25
342 C 23 10.13 20.83
342 C 25 10.98 22.57
SECTION REFERENCE
WEIGHTkg/m
WORKING U.D.L. kN for a DEFLECTION
NOT EXCEEDING SPAN 300
SPAN 3.5m142 C 14 3.16 11.82
SPAN 4.0m142 C 13 2.94 8.83
142 C 15 3.38 10.13
172 C 13 3.35 10.46
172 C 14 3.60 12.30
SPAN 4.5m142 C 13 2.94 6.98
142 C 15 3.38 8.00
142 C 18 4.03 9.52
172 C 13 3.35 9.58
172 C 15 3.85 12.62
SPAN 5.0m142 C 13 2.94 5.65
142 C 15 3.38 6.48
142 C 18 4.03 7.71
172 C 13 3.35 8.77
172 C 15 3.85 10.64
172 C 18 4.59 12.67
202 C 14 3.93 11.09
SECTION REFERENCE
WEIGHTkg/m
WORKING U.D.L. kN for a DEFLECTION
NOT EXCEEDING SPAN 300
SPAN 5.5m172 C 13 3.35 7.66
172 C 15 3.85 8.79
172 C 18 4.59 10.47
202 C 14 3.93 10.35
202 C 16 4.48 13.41
202 C 20 5.56 16.81
232 C 15 4.79 12.79
232 C 18 5.73 19.04
SPAN 6.0m172 C 14 3.60 6.91
172 C 16 4.10 7.86
172 C 20 5.09 9.73
202 C 14 3.93 9.68
202 C 16 4.48 11.41
202 C 20 5.56 14.12
232 C 15 4.79 12.07
232 C 18 5.73 17.78
262 C 16 5.57 14.39
262 C 18 6.25 18.80
SECTION REFERENCE
WEIGHTkg/m
WORKING U.D.L. kN for a DEFLECTION
NOT EXCEEDING SPAN 300
SPAN 6.5m202 C 14 3.93 8.55
202 C 16 4.48 9.72
232 C 15 4.79 11.41
232 C 18 5.73 16.15
262 C 20 6.92 22.10
SPAN 7.0m202 C 15 4.21 7.88
202 C 18 5.02 9.38
232 C 15 4.79 10.80
232 C 18 5.73 13.93
262 C 16 5.57 13.04
262 C 20 6.92 20.65
SPAN 7.5m232 C 15 4.79 10.17
232 C 18 5.73 12.13
262 C 16 5.57 12.43
262 C 20 6.92 18.42
302 C 20 7.89 21.58
302 C 23 9.04 28.80
302 C 25 9.80 32.99
LOAD TABLESEaves Beams
LOAD
TAB
LES
- Eav
es B
eam
s
73
8.56
14.31
15.71
7.71
12.96
14.23
11.76
12.92
10.70
11.75
9.74
10.70
9.75
8.89
8.11
11.31
12.68
13.94
11.31
12.68
13.94
12.68
13.94
12.68
13.94
12.68
13.94
13.94
13.94
13.94
8.56
14.31
15.71
7.71
12.96
14.23
11.76
12.92
8.24
10.70
11.75
7.46
9.74
10.70
7.42
9.75
6.00
8.89
9.65
8.11
NUMBER OF LATERAL SUPPORTS
3
DEFLECTION UDL IN kNSPAN200
SECTION REFERENCE
WEIGHTkg/m
ALL LOADS ARE WORKING LOADS/SPAN
VERTICAL UDL IN kN
SPAN 11.5m270 E 29
330 E 29
330 E 32
330. E. 29
270 E 29
330 E 29
330 E 32
330. E. 29
330 E 29
330 E 32
330. E. 29
330 E 29
330 E 32
330. E. 29
330 E 29
330 E 32
330. E. 29
330 E 32
330 E 32
330 E 32
SPAN 12.0m
SPAN 12.5m
SPAN 13.0m
SPAN 13.5m
SPAN 14.0m
SPAN 14.5m
SPAN 15.0m
Note:- The above loads are based on ahorizontal working wind load of 1 kN/m run.
7.10
14.45
12.36
15.31
10.67
13.21
9.27
11.48
10.05
14.82
8.84
13.08
15.07
11.60
13.37
10.33
11.91
19.57
10.64
17.57
9.53
15.83
17.39
6.32
7.27
7.27
9.02
7.27
9.02
7.27
9.02
9.02
9.80
9.02
9.80
11.31
9.80
11.31
9.80
11.31
12.68
11.31
12.68
11.31
12.68
13.94
7.10
14.45
12.36
15.31
10.67
13.21
9.27
11.48
10.05
14.82
8.84
13.08
15.07
11.60
13.37
10.33
11.91
19.57
10.64
17.57
9.53
15.83
17.39
NUMBER OF LATERAL SUPPORTS
2
DEFLECTION UDL IN kNSPAN200
SECTION REFERENCE
WEIGHTkg/m
ALL LOADS ARE WORKING LOADS/SPAN
VERTICAL UDL IN kN
SPAN 6.5m170 E 20
230 E 20
230 E 20
230 E 25
230 E 20
230 E 25
230 E 20
230 E 25
230 E 25
270 E 25
230 E 25
270 E 25
270 E 29
270 E 25
270 E 29
270 E 25
270 E 29
330 E 29
270 E 29
330 E 29
270 E 29
330 E 29
330 E 32
SPAN 7.0m
SPAN 7.5m
SPAN 8.0m
SPAN 8.5m
SPAN 9.0m
SPAN 9.5m
SPAN 10.0m
SPAN 10.5m
SPAN 11.0m
19.57
11.16
15.38
12.37
10.14
9.10
8.43
17.08
6.32
12.68
6.32
6.32
6.32
6.32
7.27
19.21
11.16
15.38
12.37
10.14
8.43
17.08
NUMBER OF LATERAL SUPPORTS
1
DEFLECTION UDL IN kNSPAN200
SECTION REFERENCE
WEIGHTkg/m
ALL LOADS ARE WORKING LOADS/SPAN
VERTICAL UDL IN kN
SPAN 4.0m170 E 20
330. E. 29
170 E 20
170 E 20
170 E 20
170 E 20
230 E 20
SPAN 4.5m
SPAN 5.0m
SPAN 5.5m
SPAN 6.0m
Component WeightsCo
mpo
nent
Wei
ghts
74
Panel Joint Rail (PJR)
Horizontal Cladding Support (HCS)
Side Rail Supports (142-262 series)
Side Rail Supports (302 & 342 series)
Eaves Braces
Anti Sag Rods (142-262 series)
Anti Sag Rods (302 & 342 series)
Diagonal Tie Wires
Cleader Angle 100 x 100 x 2
Cleader Angle 45 x 45 x 2
Rafter Stays
Closer Piece
5.32
2.94
1.37
2.17
1.37
0.50
1.37
0.50
3.20
1.37
1.37
1.65
142 Z 13
142 Z 14
142 Z 15
142 Z 16
142 Z 18
142 Z 20
172 Z 13
172 Z 14
172 Z 15
172 Z 16
172 Z 18
172 Z 20
172 Z 23
172 Z 25
202 Z 14
202 Z 15
202 Z 16
202 Z 18
202 Z 20
202 Z 23
202 Z 25
232 Z 15
232 Z 16
232 Z 18
232 Z 20
232 Z 23
232 Z 25
262 Z 16
262 Z 18
262 Z 20
262 Z 23
262 Z 25
262 Z 29
302 Z 20
302 Z 23
302 Z 25
302 Z 29
342 Z 23
342 Z 25
342 Z 29
342 Z 32
2.94
3.16
3.38
3.60
4.03
4.46
3.35
3.60
3.85
4.10
4.59
5.08
5.81
6.29
3.93
4.21
4.48
5.02
5.56
6.35
6.88
4.79
5.11
5.73
6.34
7.26
7.86
5.57
6.25
6.92
7.92
8.59
9.90
7.89
9.04
9.80
11.31
10.13
10.98
12.68
13.94
n/a
2.37
2.54
2.70
3.02
3.34
n/a
3.29
3.52
3.75
4.20
4.65
5.31
5.75
n/a
4.52
4.81
5.39
5.97
6.82
7.39
n/a
6.64
7.44
8.24
9.43
10.22
n/a
9.37
10.38
11.89
12.88
14.85
n/a
15.37
16.67
19.23
n/a
21.96
25.36
27.88
6.32
7.24
7.27
9.02
9.80
11.31
12.68
13.94
142 C 13
142 C 14
142 C 15
142 C 16
142 C 18
142 C 20
172 C 13
172 C 14
172 C 15
172 C 16
172 C 18
172 C 20
172 C 23
172 C 25
202 C 14
202 C 15
202 C 16
202 C 18
202 C 20
202 C 23
202 C 25
232 C 15
232 C 16
232 C 18
232 C 20
232 C 23
232 C 25
262 C 16
262 C 18
262 C 20
262 C 23
262 C 25
262 C 29
302 C 20
302 C 23
302 C 25
302 C 29
342 C 23
342 C 25
342 C 29
342 C 32
SECTION REF kg/m1.81
1.94
2.08
2.21
2.47
2.74
2.39
2.57
2.75
2.93
3.28
3.63
4.15
4.49
3.28
3.51
3.73
4.19
4.63
5.30
5.74
4.57
4.87
5.46
6.05
6.92
7.50
5.87
6.59
7.30
8.35
9.05
10.44
10.69
12.24
13.27
15.32
16.75
18.16
20.97
23.06
1.81
1.94
2.08
2.21
2.47
2.74
2.39
2.57
2.75
2.93
3.28
3.63
4.15
4.49
3.28
3.51
3.73
4.19
4.63
5.30
5.74
4.57
4.87
5.46
6.05
6.92
7.50
5.87
6.59
7.30
8.35
9.05
10.44
10.69
12.24
13.27
15.32
16.75
18.16
20.97
23.06
kg/each kg/each kg/each
ZED PROFILE & C-SECTIONZED
SLEEVEH.E.B. SLEEVE
CSLEEVE
170 E 20
170 E 23
230 E 20
230 E 25
270 E 25
270 E 29
330 E 29
330 E 32
SECTION REF kg/mEAVES BEAMS
1.52
1.88
2.08
2.45
EBS.170
EBS.230
EBS.270
EBS.330
SECTION REF kg/eachSTIFFENER CLEAT
0.38
0.48
0.58
0.68
0.78
0.84
0.97
PP1
PP2
PP3
PP4
PP5
PP6
PP7
SECTION REF kg/eachPACKING PLATES
0.61
0.75
0.90
1.04
1.18
3.70
4.10
142
172
202
232
262
302
342
SECTION REF kg/each
ZED PROFILE & C-SECTIONCLEATS
0.44
0.60
0.74
0.90
1.07
1.20
1.48
142
172
202
232
262
302
342
SECTION REF kg/eachTRIMMER CLEATSACCESSORIES Weight kg/m
WEIGHT
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