SCAFFCO

Formwork & Scaffolding

Horizontal Formwork
Cuplock System
The Most Economical Slab Formwork and Access Scaffold System ---------------------------------- 124
Steel Decking ---------------------------------------------------------------------------------------------------- 126
H20 Timber Beams Decking ---------------------------------------------------------------------------------- 128
Aluminum Beams Decking ------------------------------------------------------------------------------------ 130
Safe Working Loads for Suppor ng Structure ------------------------------------------------------------ 134
Early Striking With Cuplock System ------------------------------------------------------------------------- 142
Erec on Procedure of Early Striking with Cuplock System --------------------------------------------- 144
Standard and Ledger Sizes ------------------------------------------------------------------------------------- 152
Components ------------------------------------------------------------------------------------------------------ 154

Ecoform System
Best System Used for Super Heavy Duty Slab Applica on With Minimal Components ---------- 158
Design Table (For H20 Timber & Aluminum S150 Griders) -------------------------------------------- 162
Choice between Aluminum or Timber Decking ----------------------------------------------------------- 164

Horizontal Formwork
Steel Props - Heavy Duty (HD) and Medium Duty (MD) ------------------------------------------------- 166
Steel Props - Super Heavy Duty (SHD) ----------------------------------------------------------------------- 168
Load Capacity of Decking Members - H20 Timber Beams & Aluminum Beams S150, T150 ---- 170
Early Striking Head for Economical Slab Formwork------------------------------------------------------- 172
Components ------------------------------------------------------------------------------------------------------ 174

Table System
The Fastest Slab Formwork System for Buildings and Sky Scrapers ---------------------------------- 178
Components ------------------------------------------------------------------------------------------------------ 184

Load Bearing Formwork

Shorelok System (Ring Lock)

The Superior Formwork System for Shoring, Load Bearing and Access Applica ons ------------ 188
Shorelok Standards --------------------------------------------------------------------------------------------- 190
Shorelok Ledgers and Shorelok Radial Ledgers ----------------------------------------------------------- 192
Shorelok 60 Diagonal Brace ----------------------------------------------------------------------------------- 193
Technical Data ---------------------------------------------------------------------------------------------------- 200
Components ------------------------------------------------------------------------------------------------------ 204

Frame Shoring System

The Large Frame Formwork System for Shoring and Load Bearing----------------------------------- 210
Primary and Secondary Decking ----------------------------------------------------------------------------- 212
Components ------------------------------------------------------------------------------------------------------ 214
Horizontal Formwork | Cuplock System

Cuplock System
The Most Economical Slab Formwork and Access Scaffold System

Cuplock System is mainly used for falsework support structures. Its high leg
load and wide range of components gives the system the capacity to tackle
virtually any soffit support application with a cost-effective solution.
 Cuplock System | Horizontal Formwork

Cuplock System is a multi-purpose steel scaffold system suitable for providing

general access and supporting vertical loads. The system’s key feature is its
unique circular node point which allows up to 4 horizontals to be connected to
a vertical in a single fastening action making it probably the fastest and safest
system available. The comprehensive range of Cuplock System components
allows it to be used for various construction applications. It can be used to
create a wide range of support structures, access scaffolds, staircase towers,
circular scaffolds, loading towers and mobile towers.

System Features
High leg load

Unique node point

Quick erection Ledgers lift 2.0m: Up to 29kN Leg Capacity

Ledgers lift 1.5m: Up to 40kN Leg Capacity
Ledgers lift 1.0m: Up to 55kN Leg Capacity
Systemised bracing

Cuplock System
Cuplock System is available in three decking options:
Steel beams decking
(infill beams and decking beams)

Timber beams decking

(H20 timber beams, LVL beams, traditional timber)

Aluminum beams decking

(S150, T150 and T225 aluminum beams)

Easy to Assemble
A simple locking cup at each node point on the standards
enables connection of the ends of up to four members in
one locking action. With all four members attaching at the
same level the system is ideal for load bearing
construction applications as well as conventional face
scaffolding.

Versatile in Use
It is suitable for access or formwork support with an
extensive range of special applications. The horizontal
members can be angled to suit many different
applications. The system has been used in triangular,
trapezium and is ideal for curved surfaces. For formwork
support, a wide number of grid variations can be created GS System GS System GS System
(Steel Decking) (Timber Decking) (Aluminum Decking)
to suite differing load requirements.

Robust Design with High Safety

The Cuplock System has a proven performance history on an extensive number
of sites, meeting the requirements of the various statutory bodies. A
comprehensive range of accessories is available to cater for safety requirements
such as guardrails, mesh panels, ladder access, stair access and components to
provide overhead protection. Ledgers Lift
150cm
Horizontal Formwork | Cuplock System

Steel Decking

Decking Beam
The primary beam that is used with the drop head to form
the decking system. Made from sheeted components, and
available in lengths of 1.2m, 1.8m and 2.5m.

Infill Beam Decking Beam

The infill beams span between the decking beams to support the plywood.
Made from sheeted components and available in variable lengths from 0.50m
upto 1.70m.

Drophead
Drophead offers the facility for early striking of the formwork. The wedge plate
Infill Beam
on the drophead can be conveniently struck so that the drophead remains in
position to support the slab, but the decking beams can be dismantled &
assembled on next location enabling optimum utilisation of the formwork.

Drophead

Cuplock System with steel decking, is the

leading formwork system for the
construction of concrete floors. The system
has proven its simplicity, economy and
versatility for various site conditions.
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System

H20 Timber Beams Decking

H20 Timber Beam

The H20 beams are rounded at the end for damage protection with
sealed ends and minimal cracking. The beam is robust made with
three-ply web of solid wood ( EN 13353 ).

H20 Product Range

Length: 190, 245, 250, 265, 275, 290, 300, 330, 360, 390, 450, 490,
590 cm, special lengths up to 12 m are possible.

4
Shear force Q=11.0 kN
Bending Moment M=5.0 kN
20 Section Modulus Sx=461cm 3
Moment of Inertia Ix=4613 cm4
Elasticity Modulus E=10,000 N/m2
4 2
Shearing Modulus G=600 N/m

The H20 beams are lightweight and easy

to use. The beams are highly durable with
high load bearing capacity and a surface
that is covered with waterproof,
environmentally friendly impregnation.
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System

Aluminum Beams Decking

The benefits of aluminum formwork products compared

with their steel and timber equivalents have had a major
impact on formwork practice.

The light weight of aluminum beams which can weigh as

little as one-third of their steel equivalent opens the way to
greatly increased site acceptance and productivity. The
corrosion resistance of aluminum ensures a long
maintenance-free life, further extended by the fact that it
cannot be easily cut up on site like timber beams.

The two factors of productivity and long material life

combine to explain the increasing trend towards the
adoption of aluminum formwork system for both small and
large sites.

For soffit applications, the Cuplock System with

aluminum beam S150 and T150 offer a choice of fast
and economic support system with optimum
performance. The beams can be combined in any
permutation to produce a cost effective solution for
every requirement.
S-150 T-150

T-225

The combination of aluminum beams,

S150 as secondary and T150 as primary
supported with Cuplock System are
commonly used with best efficiency.
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System

Safe Working Loads for Supporting Structure

Safe, Fast, and Efficient Access and Load Bearing Scaffold for all Construction Requirements
The load carrying capacity of any support structure is dependent on several key factors: SWL
• Spacing between standards 29kN
• Height from ground to soffit level
• Required jack extension
• Temporary access platforms within the structure
• Ground conditions
• Lift height
• Deck weight and live load
Cuplock System is suitable for support
• Bracing
applications with 29kN leg loading when the
vertical dimension between ledgers is at a 2.0 m
maximum of 2m vertical centers. The leg load Lift
can be increased to 40kN when the maximum
vertical distance between ledgers is limited to
1.5m, and 55kN leg load can be accommodated
when ledgers are at 1.0m vertical centers.
Diagonal Bracing
Diagonal braces should be fixed to the ledgers as shown, as close to the node point as
possible. The maximum gap between the side of the brace and the node point should be
100 mm. The bracing should be installed immediately after the erection of each lift to
ensure that all bays are properly squared up. The quantity of bracing should be calculated,
but a minimum amount must always be used. This requires one complete brace from the SWL
top to the bottom lacing level, on each row of standards, one in six bays in each direction. 40kN
Whenever GS System is used for support, bracing will be necessary to provide lateral
stability, overall stability, erection stability and node point stability for the effective length of
standards. Installing in bracing pattern often provides sufficient bracing to cover the other
cases. The design of bracing and the horizontal restraint force required to be transmitted
through the braces is specified in BS 5975.

1.5 m
The BS 5975 specifies a minimum lateral stability criteria Lift
equivalent to the greater of either, 2.5 % of the vertical
load in standards acting horizontally at the point of
application of the load, or horizontal forces from wind,
erection tolerances, non-verticality, concrete pressure and
other forces acting as described in the code. The SWL of 100 mm
Max.
couplers is 6.25kN, this being the slip capacity of the
connection in tension or compression. The requirement to
brace the adjustable U-heads and base jacks will be
dependant in their individual extensions and the load SWL
being carried, and is detailed in the side figures. It is 55kN
assumed that the standards are connected by ledgers and
braced at the uppermost and lowest node points.
Diagonal Bracing Pattern

1.0 m
External Standards Lift
The loading capacities shown are based on the inner standards which are restrained in four
directions. For external standards restrained in either three or two directions the safe
working loads are reduced by 20%. 1.0 m
Lift

Internal standard External standard

Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System

Allowable Load in Base Jack (Unbraced)

Allowable Horizontal Load (kN)

4 A

3 B
C
2
D
1
Within %2.5 of Vertical Load
0 Jack Extension
0 10 20 30 40 50 A= 10 cm
Allowable Vertical Load (kN) B= 20 cm
C= 30 cm
D= 40 cm
Allowable Load in U-Head Adj. (Unbraced)
Allowable Horizontal Load (kN)

5 A

4
B
3
C
2
D
1
Within %2.5 of Vertical Load
0
0 10 20 30 40 50
Allowable Vertical Load (kN)
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System

Beam Bracket
Beam bracket eliminates full height propping to beam formwork by locating on
to slab support verticals. The beam bracket distributes the load throughout the
surrounding scaffold structure. Normally, Beam Brackets are used to support
internal down-stand beam. The use of beam bracket with jacks accepting U-Head Adj.
beam spanning from one bracket to another can avoid the need of ground
based support. Thus saving all the components that would normally be
needed below to transfer the beams load to the ground.

Beam
Bracket

The Max. SWL that can be supported

by beam Bracket =10 kN

te
cre
C on Beam
al d
ern tan
Int n-S
w
Do

Cantilever Beam Frame

To provide extra support at the edge of construction, especially slab edge
formwork, the cantilever beam frame can be attached directly to the verticals
at the node points. The frames have blade ends for locating the cup joints and
can accept jacks.

Ext
Do erna
wn l Co Cantilever Beam
-St
an ncret
dB e Frame
eam

The Max. SWL that can be supported

by cantilever beam frame =10 kN

Cantilever Frame
This bracket is designed for supporting cantilever edge slabs and
incorporates 3 Jack locations at centres of 1.2, 1.25 and 1.3m.
All jack locations can be utilised for traditional primary timbers.
Frames are located in the cup joints. They are of standard
tubular dimension and can be laced together if used for Cantilever
perimeter access on support scaffolds. Frame
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System

Cuplock System is mainly used for falsework support structures. Its high leg
load and wide range of components gives the system the capacity to tackle
virtually any soffit support application with a cost-effective solution. For
formwork support, a wide number of grid variations can be created to suit
differing load requirements. The core components of the system are
summarised hereafter.

8 4

5
7

10

No. Item Description

1 Base Jack
2 Ledger
3 Standard
4 Universal Jack
5 Decking Beam
Swivel coupler Double coupler
6 Infill Beam
7 Drop Head & Socket Adapter Diagonal Bracing
Bracing can be provided with tubes and
8 18mm Plywood couplers. The correct amount of bracing shall be
9 Diagonal Brace (48.3mm Scaffold Tube) calculated, however a minimum amount must
10 Swivel Coupler always be used.
 Cuplock System | Horizontal Formwork

Decking Beam Size Ledger Size Area Max. Slab Thickness (cm)
(m) (m) (m)2 Solid Slab Hollow Slab

2.5 1.8 4.5 27.5 34.4

2.5 1.6 4.0 32.0 40.0
2.5 1.3 3.3 41.2 51.5
1.8 1.8 3.2 41.4 51.7
2.5 1.2 3.0 45.3 56.7
1.8 1.6 2.9 47.5 59.4
2.5 1.1 2.8 50.2 62.7
2.5 1.0 2.5 56.0 70.0
1.8 1.3 2.3 60.4 75.5
2.5 0.9 2.3 63.1 78.9
1.8 1.2 2.2 66.1 82.6
1.2 1.8 2.2 66.1 82.6
2.5 0.8 2.0 72.0 90.0
1.8 1.1 2.0 72.8 91.0
1.2 1.6 1.9 75.3 94.2
1.8 1.0 1.8 80.9 101.1
1.8 0.9 1.6 90.8 113.4
1.2 1.3 1.6 94.6 118.2

Cuplock System
2.5 0.6 1.5 98.7 123.3
1.8 0.8 1.4 103.1 128.9
1.2 1.2 1.4 103.1 128.9
1.2 1.1 1.3 113.2 141.5
1.2 1.0 1.2 125.3 156.7
1.8 0.6 1.1 140.1 175.2
1.2 0.9 1.1 140.1 175.2
1.2 0.8 1.0 158.7 198.3
1.2 0.6 0.7 214.2 267.8

Concrete Unit Weight (Solid) = 2500 kg/m3

Concrete Unit Weight (Hollow) = 2000 kg/m3
Live Load = 200 kg/m2
Horizontal Formwork | Cuplock System

Early Striking with GS System

Early striking is a technique whereby the formwork is removed 3 to 4

days after pouring a slab, but the supporting structure of scaffolding
or props remains undisturbed until the concrete is strong enough to
support its own weight over its full span.

Concrete generally takes 28 days to attain its full constructional

design strength. Most engineers will only permit the complete
support to be removed after about 10 to 14 days, depending on the
ambient temperature and cube strength tests. Drophead in
Lower Position
Tests and studies show that the strength capacity of the slab at 3
days spanning the short distances between the temporary supports
is certainly greater than that 10 to 14 day over its full span. Based on
that fact, early striking of the decking elements while propping
elements are kept undisturbed supporting the early age slab is
possible. Studies further show that the expected stress in early
striking slab resulting by punching shear of the drophead of the GS
System is totally not critical.

Drophead in
Raised Position

Cycle of Operations
An effective cycle depends on the equipment used, the management of labour and the careful planning of the site
operation. A typical 7 days cycle would be as follows:

Tuesday: Commence erection of formwork

Wednesday: Continue formwork erection completing make-up with infill and commence steel fixing
Thursday: Complete steel fixing and pour concrete
Friday, Saturday & Sunday: Curing time for concrete
Monday: Strike GS System decking elements and clean formwork for Tuesday when cycle is repeated.

This cycle will ensure minimum lost working days, as curing occurs over a weekend. If, however, this is not possible
a cycle time of approximately 9 days can be achieved (3 cycles in every 4 weeks) allowing a day for initial erection.

Tue Wed Thu Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon

Strike Strike
Erect and &
Erect and &
Steel Fix Clean Steel Fix Clean

3 - 4 Days Curing 3 - 4 Days Curing

Pour Pour
Concrete Concrete

7 Day Cycle
 Cuplock System | Horizontal Formwork

Multi-Story Buildings: How it works in practice?

A full complement of Cuplock system (propping & decking)
is used for floor A. 3 to 4 days after pouring concrete the
100
decking elements may be struck for re-use on floor B while
the support (propping elements) remains in place during

Crushing Strength as % of
the rest of the curing period. In practice it is found that 80

28 day strength
supports around columns and close to walls and beams
can be removed and this amounts to about 1/ 3 that are 60
free for re-use. Therefore an approximate additional 2/ 3 of
support will be required for floor B, (the ideal Cuplock 40
System for 1 week floor cycle is one set of decking and 2
sets of propping).
20
3 to 4 days after pouring floor B the formwork may be
removed for use on floor C. About 1/ 3 of the support from 0
3 7 14 28
floor B is removed along with the total support for floor A
which will have cured for 14 days. This cycle is repeated Age (days)
for further floors.
Concrete Curing

Cuplock System
Formwork Formwork Formwork
Support 1/3 1/3 2/3 Additional Support 1/3 Support
Horizontal Formwork | Cuplock System

Erection and Dismantling Procedure of Early Striking with GS System

Erection Procedure:
A- Place adjustable base jacks at even intervals on ground.
B- Put a standard onto a base jack and place two ledgers in its lower cup. The ledgers should form a 90
degree angle. Place the upper cup of the standard over the two blade ends. Do not tighten.
C- Put a second standard on another base jack with the previously assembled ledger. Fix its blade end
into the cup of this standard. Follow the same procedure for the third time to form a right angle.
D- Complete rectangle with a fourth standard and another two ledgers. Add four ledgers to the top. Now
tighten the structure fully.
E- Assemble two braces diagonally and add the universal jacks and drophead on the top of the completed
supporting grid.
F- Add the decking beams and infill beams. Tighten joints. To assemble Cuplock System, remove the
drophead from the universal jack at one end, and attach it to the beam. The finished beam complete with
drophead can be raised and lowerd over the jack.
 Cuplock System | Horizontal Formwork

Cuplock System

Dismantling
DismantlingProcedure
Procedure:
Whether
Whetherthe theearly striking
early technique
striking is followed
technique or not, theorprocedure
is followed not, theforprocedure
dismantlingfor
is the same. Decking
dismantling beams
is the and
same.
infill beams can be dismantled by striking the drophead wedge. This striking causes the beams
Decking beams and infill beams can be dismantled by striking the drophead wedge. This striking causes to drop only about
115mm,
the beams which
to gives
drop enough clearance
only about 115mm,for removing the infill
which gives beams.
enough clearance for removing the infill beams.

After
Afterstriking
striking the drophead
the dropheadwedge the decking
wedge and infill
the decking andbeams can be taken
infill beams can be away as the
taken concrete
away as thesoffit is supported
concrete soffit
and left untouched during the curing period. The beams can then be
is supported and left untouched during the curing period. The beams can then be re-used for another
re-used
concrete forstructure,
another concrete
needingstructure, needingset
only another onlyofanother set of supporting
supporting components.components.

Complete
Completesafety in in
safety thethe
dismmantling procedure
dismantling is ensured
procedure because
is ensured deckingdecking
because beams and infill beams
beams cannot
and infill fall because
beams cannot
after striking must be removed manually.
fall; after striking it must be removed manually.
Horizontal Formwork | Cuplock System
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System
Cuplock System | Horizontal Formwork

Cuplock System
Horizontal Formwork | Cuplock System
 Cuplock System | Horizontal Formwork

Cuplock System

Dismantling Procedure
Whether the early striking technique is followed or not, the procedure for dismantling is the same. Decking beams and
infill beams can be dismantled by striking the drophead wedge. This striking causes the beams to drop only about
115mm, which gives enough clearance for removing the infill beams.

After striking the drophead wedge the decking and infill beams can be taken away as the concrete soffit is supported
and left untouched during the curing period. The beams can then be
re-used for another concrete structure, needing only another set of supporting components.

Complete safety in the dismmantling procedure is ensured because decking beams and infill beams cannot fall because
after striking must be removed manually.
Horizontal Formwork | Cuplock System

Standard and Ledger Sizes

Cuplock Standard
The standards are economical and can match any 300
propping or access applications. Made from the highest 250
280

quality steel the upper cups can be moved, while the lower 230
200
cups are welded into position. Spigot joints can be 180
attached to the holes drilled in the standards if needed. 150
130
The standards are available in variable sizes. 100
80
50
30

Permissible Axial Load for Ver cals.

80
75 Axial Load

70

65

60
D
55

50

45
PERMISSIBLE AXIAL LOAD (kN)

40

35 Free Buckling
Length
30
Scaffold Tube 48.30mm
25
20
DIAMETER (D):
15
SECTION AREA (F):
10
MOMENT OF INERTIA (I):
5 SECTION MODULUS (S):

0 0,5 1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 5,0
FREE BUCKLING LENGHT (m)
(Ver cal c/c of Ledgers)

300
250
Cuplock Ledger 240
Only the highest quality steel tubes are used for the ledgers. To avoid any 210
potential damage they have identical forged ends with a minimum of projection. 180
Ledgers are available in sizes ranging from 30 cm up to 300 cm. 160
150
130
120
P UDL P P 110
100
90
L L L 80
70
60
30

Ledger Size Central Point Load U.D.L Two Equally Spaced Point Load
(m) (kN) (kN/m) (kN)

Ledger 2.5 1.71 2.70 1.29 (Each)

Ledger 1.8 3.40 - -
Ledger 1.6 3.52 - -
Ledger 1.2 3.70 - -
Ledger 0.9 4.80 - -
Note: The above S.W.L. incorporates safety factor of 2.0.
 Cuplock System | Horizontal Formwork

Cuplock System

Dismantling Procedure
Whether the early striking technique is followed or not, the procedure for dismantling is the same. Decking beams and
infill beams can be dismantled by striking the drophead wedge. This striking causes the beams to drop only about
115mm, which gives enough clearance for removing the infill beams.

After striking the drophead wedge the decking and infill beams can be taken away as the concrete soffit is supported
and left untouched during the curing period. The beams can then be
re-used for another concrete structure, needing only another set of supporting components.

Complete safety in the dismmantling procedure is ensured because decking beams and infill beams cannot fall because
after striking must be removed manually.
Horizontal Formwork | Cuplock System

Wt. (kg) Code Wt. (kg) Code

Standard Universal Jack (UJ)
Standard 300 cm 13.80 FGS01P30300 UJ - 65 cm Painted 2.51 FUJN38HP65
Standard 250 cm 11.50 FGS01P30250 UJ - 76 cm Painted 2.87 FUJN38HP76
Standard 200 cm 9.20 FGS01P30200 UJ - 86 cm Painted 3.19 FUJN38HP86
Standard 150 cm 6.90 FGS01P30150
Standard 100 cm 4.61 FGS01P30100 UJ - 65 cm EP 2.51 FUJN38HE65
Standard 050 cm 2.31 FGS01P30050 UJ - 76 cm EP 2.87 FUJN38HE76
UJ - 86 cm EP 3.19 FUJN38HE86
Standard 280 cm 13.13 FGS01P30280
Standard 230 cm 10.83 FGS01P30230 UJ - 65 cm Painted W/Hole 2.51 FUJN38HP65
Standard 180 cm 8.53 FGS01P30180 UJ - 76 cm Painted W/Hole 2.87 FUJN38HP76
Standard 130 cm 6.23 FGS01P30130 UJ - 86 cm Painted W/Hole 3.19 FUJN38HP86
Standard 080 cm 3.94 FGS01P30080
Standard 070 cm 2.98 FGS01P30070 UJ - 65 cm EP W/Hole 2.51 FUJN38HE65
Standard 030 cm 1.64 FGS01P30030 UJ - 76 cm EP W/Hole 2.87 FUJN38HE76
UJ - 86 cm EP W/Hole 3.19 FUJN38HE86

Universal jack with Two Nut (UJ - TN)

UJ - TN 65 cm Painted 2.94 FUJN38HP65TN
UJ - TN 76 cm Painted 3.30 FUJN38HP76TN

Finish: Painted UJ - TN 65 cm EP 2.94 FUJN38HE65TN

Tube dia.: 48.3mm UJ - TN 76 cm EP 3.30 FUJN38HE76TN
50cm between cups (Nodes)
UJ - TN 65 cm Painted W/Hole 2.94 FUJN38HP65TNH
UJ - TN 76 cm Painted W/Hole 3.30 FUJN38HP76TNH

UJ - TN 65 cm EP W/Hole 2.94 FUJN38HE65TNH

UJ - TN 76 cm EP W/Hole 3.30 FUJN38HE76TNH

Ledger Universal Jack

With Tow Nuts
300 Ledger 300 cm 9.64 FGS02P28300
250
Ledger 250 cm 8.07 FGS02P28250
240 GS Decking Beam (DB)
Ledger 240 cm 7.76 FGS02P28240
210
Ledger 210 cm 6.81 FGS02P28210
180
Ledger 200 cm 6.50 FGS02P28200
160
Ledger 180 cm 5.87 FGS02P28180 GS DB 250 cm 22.81 FGS03P25250
150
Ledger 160 cm 5.24 FGS02P28160 GS DB 200 cm 18.40 FGS03P25200
130
120 Ledger 150 cm 4.93 FGS02P28150 GS DB 180 cm 16.75 FGS03P25180
Ledger 130 cm 4.30 FGS02P28130 GS DB 120 cm 11.52 FGS03P25120
110
100 Ledger 120 cm 3.99 FGS02P28120
90 Ledger 110 cm 3.67 FGS02P28110
80 Ledger 100 cm 3.36 FGS02P28100
70 Ledger 090 cm 3.04 FGS02P28090 Finish: Painted
Ledger 080 cm 2.73 FGS02P28080
60
Ledger 070 cm 2.42 FGS02P28070
GS Infill Beam (IB)
30 GS IB 170 cm Painted 7.50 FGS15P18170
Ledger 060 cm 2.10 FGS02P28060
Finish: Painted GS IB 150 cm Painted 6.71 FGS15P18150
Ledger 030 cm 1.16 FGS02P28030
Tube dia.: 48.3mm GS IB 140 cm Painted 6.31 FGS15P18140
Ledger size is defined as center to center of standards GS IB 120 cm Painted 5.52 FGS15P18120
GS IB 110 cm Painted 5.13 FGS15P18110
GS Drophead GS IB 100 cm Painted 4.73 FGS15P18100
GS IB 090 cm Painted 4.33 FGS15P18090
GS IB 080 cm Painted 3.94 FGS15P18080
GS IB 070 cm Painted 3.54 FGS15P18070
GS IB 060 cm Painted 3.15 FGS15P18060
Finish: Painted
GS IB 050 cm Painted 2.75 FGS15P18050
GS Drophead 20 cm (3.0) 5.26 FGS05P3020
GS Drophead 20 cm (2.8) 5.22 FGS05P2820
With 4 Bolts M10x30mm + Safety pin
GS Spigot Connector (SC)
M6x40 mm Bolt & nut
Finish: Painted
GS SC Round with Bolts - P 0.98 FSCRBP01
GS SC Square with Bolts - P 0.68 FSCSBP01
GS Drophead Welded GS SC W/ washer - P 0.70 FSCSWP01
with Socket Base GS SC W/ washer & Bolts - P 0.84 FSCSWP02
GS Drophead 20 cm (3.0) 5.53 FGS05P3030SB
Welded with Socket Base
GS Drophead 20 cm (2.8) 5.49 FGS05P2830SB GS SC Round with Bolts - EP 0.98 FSCRBE01
Welded with Socket Base GS SC Square with Bolts - EP 0.68 FSCSBE01
GS SC W/ washer - EP 0.70 FSCSWE01
GS SC W/ washer & Bolts - EP 0.84 FSCSWE02

With Softy Pin - M6x40mm Bolt & Nut Attached to the standards with
M9x75 mm bolt & nut (half threaded)
Socket Base Adaptor (SBA)
SBA Painted 1.38 FGS11P2815 GS U-Head Adjustable (UHA)
SBA Painted 1.41 FGS11P3015
SBA Painted 1.43 FGS11P3215

L
H 4.59 FUHA38H65P101015
Adaptor 30 cm Painted 2.65 FGS11P3030
5.06 FUHA38H65P101715
Adaptor 36 cm Painted 2.85 FGS11P3036 W
Soket Base Adaptor Adaptor 5.91 FUHA38H65P101720
Adaptor 30 cm Painted 2.71 FGS11P3230
Adaptor 36cm 30cm 6.09 FUHA38H65P101920
Adaptor 36 cm Painted 2.92 FGS11P3236 D/F Jack handle
6.27 FUHA38H65P102120
4.95 FUHA38H76P101015
5.42 FUHA38H76P101715
Base Jack (BJ) 6.27 FUHA38H76P101720
6.45 FUHA38H76P101920
3.16 FBJN38HP1265 6.62 FUHA38H76P102120
3.52 FBJN38HP1565
3.51 FBJN38HP1276
3.87 FBJN38HP1576 Finish: Painted or electroplated 4.59 FUHA38H65E101015
5.06 FUHA38H65E101715
D/F Jack handle
5.91 FUHA38H65E101720
38mm Hollow tube
3.16 FBJN38HE1265 6.09 FUHA38H65E101920
3.52 FBJN38HE1565 6.27 FUHA38H65E102120
3.51 FBJN38HE1276 4.95 FUHA38H76E101015
Plate 15x15cm Plate 12x12cm
(With holes) (Without holes) 3.87 FBJN38HE1576 5.42 FUHA38H76E101715
6.27 FUHA38H76E101720
6.45 FUHA38H76E101920
6.62 FUHA38H76E102120
 Cuplock System | Horizontal Formwork

Wt. (kg) Code Wt. (kg) Code

Base Plate (BP) Hop-Up Bracket

BP 12x12x0.57 MD (Dia-27x2.0x100) Painted 0.77 FBP27HP1012 Hop-Up Bracket - 3 Boards 7.12 FGS09P283
Plate 15x15cm
BP 15x15x0.57 MD (Dia-27x2.0x100) Painted 1.13 FBP27HP1015
(With holes) Hop-Up Bracket - 2 Boards 5.77 FGS09P282
BP 12x12x0.78 HD (Dia-38x3.8x100) Painted 1.22 FBP38HP1012
BP 15x15x0.78 HD (Dia-38x3.8x100) Painted 1.71 FBP38HP1015
Finish: Painted
Tube dia.: 48.3mm
Plate 12x12cm
(Without holes) GS Guardrail Frame
GS Forkhead (FH)

H W L GS Guardrail Frame 10.26 FGS99P001

GS FH 48H/12 Size: 10x10x15-Painted 2.48 FFH48H12P101015
GS FH 48H/12 Size: 10x17x15-Painted 2.95 FFH48H12P101715
48.3mm Hollow tube GS FH 48H/12 Size: 10x17x20-Painted 3.80 FFH48H12P101720
Attached with M9x75mm GS FH 48H/12 Size: 10x19x20-Painted 3.98 FFH48H12P101920
bolt & nut (half threaded)
Finish: Painted GS FH 48H/12 Size: 10x21x20-Painted 4.16 FFH48H12P102120

Scaffold Tube (ST) Painted

Braced Forkhead (BFH)
BFH 48H/12 Size: 10x10x15-Painted 3.42 FBFH48H12P101015 ST 100 cm MD 2.28 FSTP20100
BFH 48H/12 Size: 10x17x15-Painted 3.89 FBFH48H12P101715 ST 150 cm MD 3.42 FSTP20150
BFH 48H/12 Size: 10x17x20-Painted 4.74 FBFH48H12P101720 ST 200 cm MD 4.57 FSTP20200
BFH 48H/12 Size: 10x19x20-Painted 4.92 FBFH48H12P101920 ST 250 cm MD 5.71 FSTP20250
Attached with M9x75mm BFH 48H/12 Size: 10x21x20-Painted 5.10 FBFH48H12P102120 ST 300 cm MD 6.85 FSTP20300
bolt & nut (half threaded) ST 350 cm MD 7.99 FSTP20350
Finish: Painted
ST 400 cm MD 9.13 FSTP20400
Supporting Forkhead (SFH) Finish: Painted ST 450 cm MD 10.27 FSTP20450
Dia.:48.3 mm ST 500 cm MD 11.42 FSTP20500
ST 550 cm MD 12.56 FSTP20550
ST 600 cm MD 13.70 FSTP20600
SFH -38-Painted 2.16 XESSFH
GS SFH 10x17x20 Painted 3.88 FGF99006

Cuplock System
ST 100 cm HD 3.35 FSTP30100
Universal Forkhead (UFH) ST 150 cm HD 5.03 FSTP30150
ST 200 cm HD 6.70 FSTP30200
ST 250 cm HD 8.38 FSTP30250
ST 300 cm HD 10.05 FSTP30300
Finish: Painted ST 350 cm HD 11.73 FSTP30350
Dia.:48.3 mm
ST 400 cm HD 13.41 FSTP30400
ST 450 cm HD 15.08 FSTP30450
Universal ST 500 cm HD 16.76 FSTP30500
Forkhead H20 ST 550 cm HD 18.43 FSTP30550
UFH H20-Painted 3.10 XESUFH20 ST 600 cm HD 20.11 FSTP30600
UFH Alum-Painted 2.83 XESUFHAL
Scaffold Tube (ST) Black

Universal ST 100 cm MD 2.28 FSTN20100

Forkhead Alum ST 150 cm MD 3.42 FSTN20150
ST 200 cm MD 4.57 FSTN20200
ST 250 cm MD 5.71 FSTN20250
Cantilever Beam Frame (CBF) ST 300 cm MD 6.85 FSTN20300
ST 350 cm MD 7.99 FSTN20350
ST 400 cm MD 9.13 FSTN20400
ST 450 cm MD 10.27 FSTN20450
Finish: Black ST 500 cm MD 11.42 FSTN20500
CBF 150cm 18.27 FGS06P30150
Dia.:48.3 mm ST 550 cm MD 12.56 FSTN20550
CBF 100cm 15.37 FGS06P30100
ST 600 cm MD 13.70 FSTN20600

Finish: Painted ST 100 cm HD 3.35 FSTN30100

Tube dia.: 48.3mm ST 150 cm HD 5.03 FSTN30150
ST 200 cm HD 6.70 FSTN30200
Cantilever Frame (CF) ST 250 cm HD 8.38 FSTN30250
ST 300 cm HD 10.05 FSTN30300
Finish: Black
ST 350 cm HD 11.73 FSTN30350
Dia.:48.3 mm ST 400 cm HD 13.41 FSTN30400
ST 450 cm HD 15.08 FSTN30450
CF 150cm 16.05 FGS04P30150 ST 500 cm HD 16.76 FSTN30500
CF 100cm 14.83 FGS04P30100 ST 550 cm HD 18.43 FSTN30550
ST 600 cm HD 20.11 FSTN30600

Finish: Painted
Scaffold Tube (ST) GI
Tube dia.: 48.3mm

Beam Bracket ST 100 cm MD 2.28 FSTG20100

ST 150 cm MD 3.42 FSTG20150
ST 200 cm MD 4.57 FSTG20200
Beam Bracket 150cm 6.08 FGS07P30150 ST 250 cm MD 5.71 FSTG20250
ST 300 cm MD 6.85 FSTG20300
Beam Bracket 100 cm 4.41 FGS07P30100 Finish: GI ST 350 cm MD 7.99 FSTG20350
Dia.:48.3 mm ST 400 cm MD 9.13 FSTG20400
ST 450 cm MD 10.27 FSTG20450
ST 500 cm MD 11.42 FSTG20500
ST 550 cm MD 12.56 FSTG20550
Finish: Painted ST 600 cm MD 13.70 FSTG20600
Tube dia.: 48.3mm
 Horizontal Formwork | Cuplock System

Wt. (kg) Code Wt. (kg) Code

Aluminum Beam (AB) S150
With Timber
ST 100 cm HD 3.35 FSTG30100 AB S-150 (150 x 75) 050 cm 1.95 FABST050
ST 150 cm HD 5.03 FSTG30150 AB S-150 (150 x 75) 075 cm 2.93 FABST075
ST 200 cm HD 6.70 FSTG30200 AB S-150 (150 x 75) 100 cm 3.90 FABST100
ST 250 cm HD 8.38 FSTG30250 AB S-150 (150 x 75) 125 cm 4.88 FABST125
ST 300 cm HD 10.05 FSTG30300 AB S-150 (150 x 75) 150 cm 5.85 FABST150
Finish: GI ST 350 cm HD 11.73 FSTG30350 AB S-150 (150 x 75) 175 cm 6.83 FABST175
Dia.:48.3 mm
ST 400 cm HD 13.41 FSTG30400 AB S-150 (150 x 75) 200 cm 7.80 FABST200
ST 450 cm HD 15.08 FSTG30450 AB S-150 (150 x 75) 225 cm 8.78 FABST225
ST 500 cm HD 16.76 FSTG30500 AB S-150 (150 x 75) 250 cm 9.75 FABST250
ST 550 cm HD 18.43 FSTG30550 Aluminum Beam S150 AB S-150 (150 x 75) 275 cm 10.73 FABST275
(Timber Size 38x38mm) AB S-150 (150 x 75) 300 cm 11.70 FABST300
ST 600 cm HD 20.11 FSTG30600
AB S-150 (150 x 75) 325 cm 12.68 FABST325
Finish: Mill Finish AB S-150 (150 x 75) 350 cm 13.65 FABST350
Scaffold Couplers AB S-150 (150 x 75) 375 cm 14.63 FABST375
AB S-150 (150 x 75) 400 cm 15.60 FABST400
Double Coupler (DC) AB S-150 (150 x 75) 425 cm 16.58 FABST425
AB S-150 (150 x 75) 450 cm 17.55 FABST450
DC 1.5"x1.5" (D/F) 0.99 XFGCDD4848 AB S-150 (150 x 75) 475 cm 18.53 FABST475
DC 2.0"x1.5" (D/F) 1.20 XFGCDD6048 AB S-150 (150 x 75) 500 cm 19.50 FABST500
DC 1.5"x1.5" (Pressed) 0.73 XFGCDP4848 AB S-150 (150 x 75) 525 cm 20.48 FABST525
AB S-150 (150 x 75) 550 cm 21.45 FABST550
Swivel Coupler (SC) AB S-150 (150 x 75) 575 cm 22.43 FABST575
SC 1.5"x1.5" (D/F) 1.10 XFGCSD4848 AB S-150 (150 x 75) 600 cm 23.40 FABST600
SC 2.0"x1.5" (D/F) 1.25 XFGCSD6048 Without Timber
SC 1.5"x1.5" (Pressed) 0.68 XFGCSP4848 AB S-150 (150 x 75) 050 cm 1.58 FABSW050
AB S-150 (150 x 75) 075 cm 2.36 FABSW075
AB S-150 (150 x 75) 100 cm 3.15 FABSW100
H20 Timber Beam (TB) AB S-150 (150 x 75) 125 cm 3.94 FABSW125
AB S-150 (150 x 75) 150 cm 4.73 FABSW150
H20 TB (200x80) 0125 cm 6.25 FTBH20125
AB S-150 (150 x 75) 175 cm 5.51 FABSW175
H20 TB (200x80) 0145 cm 7.25 FTBH20145
AB S-150 (150 x 75) 200 cm 6.30 FABSW200
H20 TB (200x80) 0165 cm 8.25 FTBH20165
AB S-150 (150 x 75) 225 cm 7.09 FABSW225
H20 TB (200x80) 0180 cm 9.00 FTBH20180
AB S-150 (150 x 75) 250 cm 7.88 FABSW250
H20 TB (200x80) 0225 cm 11.25 FTBH20225
Aluminum Beam S150 AB S-150 (150 x 75) 275 cm 8.66 FABSW275
H20 TB (200x80) 0245 cm 12.25 FTBH20245
(without Timber) AB S-150 (150 x 75) 300 cm 9.45 FABSW300
H20 TB (200x80) 0265 cm 13.25 FTBH20265
AB S-150 (150 x 75) 325 cm 10.24 FABSW325
H20 TB (200x80) 0290 cm 14.50 FTBH20290
AB S-150 (150 x 75) 350 cm 11.03 FABSW350
H20 TB (200x80) 0295 cm 14.75 FTBH20295
AB S-150 (150 x 75) 375 cm 11.81 FABSW375
H20 TB (200x80) 0330 cm 16.50 FTBH20330
moment of resistance: 6.80 kN.m AB S-150 (150 x 75) 400 cm 12.60 FABSW400
H20 TB (200x80) 0360 cm 18.00 FTBH20360
Area:11.96 cm AB S-150 (150 x 75) 425 cm 13.39 FABSW425
H20 TB (200x80) 0390 cm 19.50 FTBH20390 Inertia xx: 356 cm
Moment: 5.00 kN..m AB S-150 (150 x 75) 450 cm 14.18 FABSW450
Shear: 11kN H20 TB (200x80) 0450 cm 22.50 FTBH20450 Inertia yy: 43.764 cm
AB S-150 (150 x 75) 475 cm 14.96 FABSW475
Area: 18.87 cm H20 TB (200x80) 0490 cm 24.50 FTBH20490 Section Modulud Zxx: 47.15 cm
Toung’s Modulus: 69000 N /mm AB S-150 (150 x 75) 500 cm 15.75 FABSW500
E.I= 500 kNm H20 TB (200x80) 0590 cm 29.50 FTBH20590
Weight: 3.95 kg/m (with Timber) AB S-150 (150 x 75) 525 cm 16.54 FABSW525
H20 TB (200x80) 1190 cm 59.50 FTBH201190
3.20 kg/m (without Timber) AB S-150 (150 x 75) 550 cm 17.33 FABSW550
Timber Wt.=0.75 kgf/m AB S-150 (150 x 75) 575 cm 18.11 FABSW575
Finish: Varnished Yellow AB S-150 (150 x 75) 600 cm 18.90 FABSW600
Supports are rounded at the end
for damage protection.Web-three
layer crosswise laminated solid
timber panel. GS Diagonal Brace (DB) With Swivel Ends
Weight: 5 kg per running meter

Aluminum Beam (AB) T150

With Timber
AB T-150 (150 x 80) 050 cm 2.92 FABTT050
AB T-150 (150 x 80) 075 cm 4.37 FABTT075
AB T-150 (150 x 80) 100 cm 5.83 FABTT100 GS DB with Swivel Ends 233 cm 8.48 FGS50P28233
AB T-150 (150 x 80) 125 cm 7.29 FABTT125 GS DB with Swivel Ends 238 cm 8.64 FGS50P28238
AB T-150 (150 x 80) 150 cm 8.75 FABTT150 GS DB with Swivel Ends 256 cm 9.20 FGS50P28256
AB T-150 (150 x 80) 175 cm 10.20 FABTT175 GS DB with Swivel Ends 269 cm 9.61 FGS50P28269
AB T-150 (150 x 80) 200 cm 11.66 FABTT200 GS DB with Swivel Ends 320 cm 11.21 FGS50P28320
AB T-150 (150 x 80) 225 cm 13.12 FABTT225 GS DB with Swivel Ends 353 cm 12.25 FGS50P28353
AB T-150 (150 x 80) 250 cm 14.58 FABTT250
AB T-150 (150 x 80) 275 cm 16.03 FABTT275
AB T-150 (150 x 80) 300 cm 17.49 FABTT300
Aluminum Beam T150 AB T-150 (150 x 80) 325 cm 18.95 FABTT325
(Timber Size 38x38mm) AB T-150 (150 x 80) 350 cm 20.41 FABTT350 Transom
AB T-150 (150 x 80) 375 cm 21.86 FABTT375 Painted
AB T-150 (150 x 80) 400 cm 23.32 FABTT400 Transom 060 cm - 3mm 4.09 FGS08P28060
AB T-150 (150 x 80) 425 cm 24.78 FABTT425 Transom 070 cm - 3mm 4.40 FGS08P28070
AB T-150 (150 x 80) 450 cm 26.24 FABTT450 Transom 080 cm - 3mm 4.72 FGS08P28080
Finish: Mill Finish Transom 090 cm - 3mm 5.03 FGS08P28090
AB T-150 (150 x 80) 475 cm 27.69 FABTT475
AB T-150 (150 x 80) 500 cm 29.15 FABTT500 Transom 100 cm - 3mm 5.34 FGS08P28100
Moment of resistance:13.00 kN.m
Area:18.87 cm AB T-150 (150 x 80) 525 cm 30.61 FABTT525 Transom 110 cm - 3mm 5.66 FGS08P28110
Inertia xx:574.3 cm AB T-150 (150 x 80) 550 cm 32.07 FABTT550 Transom 120 cm - 3mm 5.97 FGS08P28120
Inertia yy: 147.4 cm AB T-150 (150 x 80) 575 cm 33.52 FABTT575 Transom 130 cm - 3mm 6.29 FGS08P28130
Section modulus Zxx: 75.36 cm Transom 150 cm - 3mm 6.92 FGS08P28150
AB T-150 (150 x 80) 600 cm 34.98 FABTT600
Young’s Modulus 69000 N/mm Transom 160 cm - 3mm 7.23 FGS08P28160
Weight: 5.80 kg/m (with Timber) Without Timber
5.05 kg/m (without Timber) AB T-150 (150 x 80) 050 cm 2.54 FABTW050 Transom 180 cm - 3mm 7.86 FGS08P28180
Timber Wt.=0.75 kg/m AB T-150 (150 x 80) 075 cm 3.81 FABTW075 Transom 200 cm - 3mm 8.49 FGS08P28200
AB T-150 (150 x 80) 100 cm 5.08 FABTW100 Transom 210 cm - 3mm 8.80 FGS08P28210
AB T-150 (150 x 80) 125 cm 6.35 FABTW125 Transom 240 cm - 3mm 9.74 FGS08P28240
AB T-150 (150 x 80) 150 cm 7.62 FABTW150 Transom 250 cm - 3mm 10.06 FGS08P28250
AB T-150 (150 x 80) 175 cm 8.89 FABTW175 Finish: Painted +E/P + Hot Dip Galvanized
AB T-150 (150 x 80) 200 cm 10.16 FABTW200 Tube dia.: 48.3mm
AB T-150 (150 x 80) 225 cm 11.43 FABTW225
AB T-150 (150 x 80) 250 cm 12.70 FABTW250
AB T-150 (150 x 80) 275 cm
Anchor Plate (AP)
13.97 FABTW275
AB T-150 (150 x 80) 300 cm 15.24 FABTW300
AB T-150 (150 x 80) 325 cm 16.51 FABTW325
AB T-150 (150 x 80) 350 cm 17.78 FABTW350
AB T-150 (150 x 80) 375 cm 19.05 FABTW375 AP 030 cm Painted 3.07 FAPP030
AB T-150 (150 x 80) 400 cm 20.32 FABTW400 AP 060 cm Painted 4.07 FAPP060
AB T-150 (150 x 80) 425 cm 21.59 FABTW425 AP 150 cm Painted 7.09 FAPP150
AB T-150 (150 x 80) 450 cm 22.86 FABTW450 AP 180 cm Painted 8.09 FAPP180
AB T-150 (150 x 80) 475 cm 24.13 FABTW475
AB T-150 (150 x 80) 500 cm 25.40 FABTW500
AB T-150 (150 x 80) 525 cm 26.67 FABTW525
Aluminum Beam T150 AB T-150 (150 x 80) 550 cm Finish: Painted
27.94 FABTW550
(without Timber)
AB T-150 (150 x 80) 575 cm 29.21 FABTW575
AB T-150 (150 x 80) 600 cm 30.48 FABTW600
 Cuplock System | Horizontal Formwork

Wt. (kg) Code Wt. (kg) Code

Steel Staircase (SS)

Painted
SS-250(H)x200(V)x070(W)x320(L) 75.76 FSC20P070320
SS-250(H)x200(V)x080(W)x320(L) 82.04 FSC20P080320
H= 240 (cm) SS-250(H)x200(V)x090(W)x320(L) 88.32 FSC20P090320
V= 200 (cm) SS-250(H)x200(V)x100(W)x320(L) 94.60 FSC20P100320
SS-250(H)x200(V)x110(W)x320(L) 100.88 FSC20P110320
SS-250(H)x200(V)x120(W)x320(L) 107.16 FSC20P120320

V (cm)

Painted
SS-180(H)x150(V)x70(W)x234(L) 67.87 FSC20P070234
SS-180(H)x200(V)x70(W)x269(L) 71.08 FSC20P070269
SS-250(H)x150(V)x70(W)x292(L) 73.19 FSC20P070292
H (cm)

Vertical= 150cm
Vertical= 150cm

H= Horizontal (cm)
V= Vertical (cm)
L= Length (cm)
W= Width(cm)
Horizontal= 250cm Horizontal= 180cm

Staircase Unit: H250-V150 Staircase Unit: H180-V150

Vertical= 200cm
Vertical= 200cm

Horizontal= 250cm Horizontal= 180cm

Staircase Unit: H250-V200 Staircase Unit: H180-V200

Steel Board (SB)

B Type With Hook
SB 060 cm-Painted 6.06 FEXSPB060
SB 070 cm-Painted 6.68 FEXSPB070
SB 080 cm-Painted 7.30 FEXSPB080
SB 090 cm-Painted 7.92 FEXSPB090
SB 100 cm-Painted 8.55 FEXSPB100

Cuplock System
SB 110 cm-Painted 9.61 FEXSPB110
SB 120 cm-Painted 9.79 FEXSPB120
SB 130 cm-Painted 10.41 FEXSPB130
SB 150 cm-Painted 11.66 FEXSPB150
SB 160 cm-Painted 12.28 FEXSPB160
(B-Type) (with hook)
SB 180 cm-Painted 13.52 FEXSPB180
Width= 22cm, Thick.=6.6cm SB 200 cm-Painted 14.77 FEXSPB200
SB 210 cm-Painted 15.39 FEXSPB210
SB 230 cm-Painted 16.63 FEXSPB230
SB 240 cm-Painted 17.57 FEXSPB240
SB 250 cm-Painted 18.19 FEXSPB250
SB 280 cm-Painted 20.06 FEXSPB280
SB 300 cm-Painted 21.30 FEXSPB300

A Type plain End

SB 050 cm-Painted 4.34 FEXSPA050
SB 060 cm-Painted 4.96 FEXSPA060
SB 070 cm-Painted 5.58 FEXSPA070
SB 080 cm-Painted 6.21 FEXSPA080
SB 090 cm-Painted 6.83 FEXSPA090
SB 100 cm-Painted 7.45 FEXSPA100
SB 110 cm-Painted 8.07 FEXSPA110
SB 120 cm-Painted 8.69 FEXSPA120
(A-Type) SB 130 cm-Painted 9.32 FEXSPA130
SB 150 cm-Painted 10.56 FEXSPA150
Width= 22cm, Thick.=6.6cm SB 160 cm-Painted 11.18 FEXSPA160
SB 180 cm-Painted 12.43 FEXSPA180
SB 200 cm-Painted 13.67 FEXSPA200
SB 230 cm-Painted 15.54 FEXSPA230
SB 250 cm-Painted 17.10 FEXSPA250
SB 280 cm-Painted 18.96 FEXSPA280
SB 300 cm-Painted 20.21 FEXSPA300
SB 320 cm-Painted 21.45 FEXSPA320
SB 360 cm-Painted 24.26 FEXSPA360
SB 390 cm-Painted 26.12 FEXSPA390
SB 400 cm-Painted 26.75 FEXSPA400

Wooden Plank (WP)

(Timber Board)
T W L

WP 38.0x225x3900mm 13.70 FWP380225390

WP 38.0x225x3000mm 10.54 FWP3802253000
WP 38.0x225x2500mm 8.78 FWP3802252500
WP 38.0x225x2000mm 7.03 FWP3802252000
WP 38.0x225x1000mm (Laminated) 4.62 FWP3802301000L
WP 38.0x225x1500mm (Laminated) 6.22 FWP3802301500L
WP 38.0x225x2000mm (Laminated) 9.23 FWP3802302000L
WP 38.0x225x2500mm (Laminated) 11.54 FWP3802302500L
WP 38.0x225x3000mm (Laminated) 13.85 FWP3802303000L
WP 38.0x225x3900mm (Laminated) 18.00 FWP3802303900L

End Strip for Wooden Board Protection 0.05 XEXESWBPC

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