MULTIFLEX Girder slab formwork

MULTIFLEX
Girder slab formwork
Assembly Instructions for Standard Application
Edition 11/2007
Dokument 1
28.04.2005
12:48 Uhr
Seite 1
Content
Page
Overview
Introduction
Product features
Intended use
Safety instructions
1
2
2
2
3
A Assembly and Dismantling
A1
A2
A3
A4
A5
Storage and transport
MULTIFLEX components
Formlining and girder
Props and propheads
Tripod and erection bar
Shuttering
Striking
Guardrails and setting of stopend
4
5
6
7
8-9
10-11
12
B Application
B1
B2
B3
B4
B5
General instructions
Calculation of slab formwork
(example) VT 20/VT20
Application example
Beams
with UZ Beam bracket 40 and
UZ Perforated Rail
with slab stopend angle
Design tables
C Product Overview
13
14-15
16
17
18
20-31
32-43
Legend
Visual Check
Hints
Important
safety instructions
Site Tips
Overview
6
1b
3
1a
4
5
1a Main beam
1b Cross beam
2 Crosshead
3 Clawhead
4 Prop
5 Tripod
6 Formlining
1
2
Introduction
These assembly instructions describe
the standard usage of the flexible
MULTIFLEX slab formwork system
together with PERI VT 20 girders.
At the beginning, there is information
on the product and its utilisation as
well as general and safety references.
In Part A the intended use, as of a
standard situation, is presented.
Part B contains details on system
application, and design tables for prop
spacing, formlining and accessories.
Information on appropriate props can
be found in the PERI Design Tables –
Formwork Technology.
Additional details for forming with
PERI GT 24 girders are contained in
Part A and B.
The individual system components are
listed in the product overview together
with their article numbers. Dimensions
without any unit of measurement are
in cm.
If you have any questions, please
contact your local PERI representative.
Product features
The MULTIFLEX slab formwork is a
girder formwork system which is
suitable for every ground plan and
different heights, depending on the
type of support used.
Depending on the slab thickness,
assembly can be carried out using
three girder combinations:
Combination 1: VT 20 / VT 20
Combination 2: VT 20 / GT 24
Combination 3: GT 24 / GT 24
Individual components:
– formlining sheets
– PERI VT 20 girder and GT 24
lattice girder
– crosshead as non-tilting
supporting heads of formwork
– clawhead for intermediate support
– erection bar for girder assembly
from below
– tripod / MRK frame as erection aid.
Additional guidelines
In particular, this includes at the
present time
– industrial safety regulations
(BetrSichV)
– technical regulations for industrial
safety (TRBS)
PERI product information
Support:
– PERI slab props and shoring system.
Main beam and connected cross
beams form a grid to accommodate
the formlining sheets. The main beams
are positioned in the supporting heads
of props.
PERI design tables –
formwork technology
PERI MULTIPROP / PEP
PERI slab edge trestle AW
PERI UZ beam
PERI construction site equipment
Stripping Cart ASW 465
Pallets and stacking devices
Approval for PERI girders
Type tests for slab props
Intended use
These Assembly Guidelines contain
instructions for the correct handling
and intended use of the PERI
MULTIFLEX slab formwork system.
Safety instructions and load specifications must be observed at all times.
Special permission must be given
by PERI if the formwork is to be used
for other applications other than it
has been designed for together with
supplementary assembly instructions.
Basically, only materials in perfect
condition may be used. The safety and
environmental regulations of each
country where this product is used
must be observed at all times.
The product is intended for commercial
use only.
These assembly guidelines, PERI
offer and implementation plans
as well as other PERI product
information do not replace specific
construction site work and assembly
instructions.
2
Dokument 1
28.04.2005
12:48 Uhr
Seite 1
Safety Instructions
These assembly instructions are
directed at those persons who work
with PERI MULTIFLEX.
Non-observance of the safety
instructions and assembly guidelines
can lead to accidents and damage to
materials.
General information
– The basis of the MULTIFLEX system
is an all-sided horizontal and
non-moveable positioned slab
formwork! This is given with
peripheral walls and beams cast
in advance. Otherwise the transfer
of horizontal loads must be ensured
in accordance with DIN 4421
through other measures
undertaken on site (e.g. bracing)!
– If bracing is required for cantilevers,
this must be friction-locked
assembled!
– For supporting pre-fabricated
slab elements, manufacturer´s
references and installation
instructions must be observed!
– The correct working loads for
props and girders is ensured with
the help of PERI design tables and
the respective building authority
approval.
– The safe and secure installation
of the bracing as well as assembly
of the shoring (including tripod,
crosshead and clawhead) are to be
described in detail in the
contractor`s assembly instructions!
Responsibilities of the contractor:
1. The contractor must ensure that
the PERI and all other required
instructions are at the user´s disposal.
2. All persons working with the
product must be familiar with the
content of these instructions and
safety information.
3. Persons who cannot or have
difficulty in reading and understanding
these instructions must inform and
then be fully briefed by the contractor.
4. The contractor has to ensure that
assembly, adjusting and dismantling,
moving as well as correct use of the
product is supervised by trained and
authorised personnel.
5. The contractor is obliged to provide
all prerequisites to ensure compliance
with applicable safety regulations.
11. Striking takes place only when
the concrete has sufficiently hardened
and site management has given the
go-ahead!
12. When striking, use tools which
do not damage the MULTIFLEX
components! Do not pull away
components with the crane!
13. When striking, do not compromise
the stability of shoring and formwork
components!
General Safety Information:
1. MULTIFLEX slab formwork
components are to be checked before
every use for signs of damage!
Damaged parts are to be replaced
by PERI original components!
2. When erecting the MULTIFLEX,
ensure that all load effects are safely
transferred! The formwork must remain
in a horizontal and non-moveable
position!
3. MULTIFLEX must be assembled
on a flat, clean and sufficiently loadbearing surface!
4. Stability must be guaranteed at all
times!
14. Only transport components with
hoisting gear if suitable attaching
means are available!
15. The weight of the components
must not exceed the permissible load
capacity of the lifting gear!
16. Remove lifting equipment from a
lowered formwork component or unit
only when it is in a stable position!
17. Store and transport components
and pallets in a safe and secure manner
avoiding any unintentional change
of position! Do not throw any
components!
5. Never remove safety installations!
Maintenance instruction for
formlining
6. Do not exceed any given
permissible loads!
Immersion vibrator with rubber cap
minimises damage to the formlining.
7. Safe working areas are required
at all times for assembly, adjusting,
dismantling and moving of the
formwork equipment
Take care when placing heavy objects
on formlining. Use timbers where
necessary and be aware of load bearing
capacity.
8. Safe access to all working areas
must be in place!
Use reinforcement spacers with a
large bearing area to minimise
indentations.
9. Working areas must be made
secure against falling!
10. Safe conditions for forming must
be available at all times! Appropriate
safety precautions are to be in place
during unfavourable weather conditions
e.g. secure formwork against lifting!
Site personnel must not enter
jeopardized areas!
3
A1 Storage
and Transport
– PERI Instructions for Use: Pallets!
BGR 500 operated by equipment Pallets and stacking devices are
attached by means of suitable and
reliable lifting equipment to all four
designated lifting eyes!
– Secure components in the ring
pallets against moving!
(e.g. tension belt or steel band)
10
10
10
Storage
Fig.1a
Stacked materials and pallets must
be protected against effects of the
weather, e.g. secure formlining
against lifting.
Store and transport MULTIFLEX
components in craneable PERI ring
pallets and PERI crate pallets,
see also A3 / A4.
Alternatively, stack girders and
formlining using edge protection and
stored on timbers.
Fig.1b
10
Transport
Load-bearing capacity!
– PERI ring pallets and crate pallets
are suitable for crane and fork-lift
operations. Lifting equipment must
be attached to all four lifting eyes 10.
They can also be moved using the
PERI pallet lifting trolley.
Fig.1c
– Both containers can be lifted using
both the long and short sides. For safe
transportation, the length of the lifting
forks must be adjusted accordingly.
– Move stacks by means of suitable
lifting gear.
Fig.1d
4
A2 Components
Formlining
– PERI multi-layered sheeting 21 mm
(Beto), 62.5 x 2.50 m, Fig. 2
– 3-Ply plywood 21mm or other plywood
sheeting, depending on requirements,
see PERI plywoods.
In the PERI design tables and slide
charts, the 3-S plywood sheet has been
taken into consideration. If other
sheeting is used, the deflection of the
plywood used must be statically
checked regarding the deflection
tolerances, see PERI design tables.
20
Fig.2
8
Formwork girders
perm. Q = 11.0 kN
perm. M = 5.0 kNm
lY = 4290 cm4
Using the
VT 20K high-grade web girder
Fig. 3a
Fig.3a
24
Using the
GT 24 lattice girder
Fig. 3b
As standard, the GT 24 lattice girder
is supported in the girder nodes.
8
QD = perm. shear force for
compression strut
QZ = perm. shear force for
diagonal tie
Fig.3b
Due to the node configuration, the
GT 24 has various permissible loads:
– support in the girder nodes
Fig. 4a
– support outside of the girder node
area, Fig. 4b
The permissible loads must also be
maintained when supporting in the
end areas. Fig. 4a + 4b
perm.QD = 14.0 kN
perm.QZ = 13.0 kN
perm.M = 7.0 kNm
lY = 8000 cm4
16,3
+
+
perm. QD /
perm. QZ
-
perm. QD
-
+
perm. QD
Fig.4a
perm. A = 14 kN
perm. A = 28 kN
perm. MST = 7.0 kNm
For calculating slab formwork with
GT 24 lattice girders see PERI design
tables or PERI slide charts
+
16,3
-
-
perm. QZ /
perm. QD
+
perm. QZ
+
-
perm. QZ
Fig.4b
perm. A = 20 kN
perm. MST = 4.0kNm
perm. A = 13 kN
With clawhead 24 S or 24 L, GT 24
girders can also be supported outside
of the node area with a maximum
bearing load of 28 kN on the girder.
Fig. 5
perm. A = 28 kN
perm. QD = 14 kN
perm. MST = 7.0 kNm
Fig.5
5
A2 Components
Slab props
Do not exceed the permissible load
specifications!
For other support systems,
individual load specifications must
be taken into consideration!
All loads resulting from the MULTIFLEX
slab formwork must be safely
transferred into the ground or slab.
4b
4a
PERI support systems
– steel tube props 4a: PEP
– aluminium props 4b:
MULTIPROP (MP), Fig. 6
– shoring towers: MP, PERI UP, PD 8,
ST 100
For prop loads, see PERI design tables
Fig.6
Supporting heads of formwork
Providing stable support for one or two
girders and as intermediate support
for individual girders.
For intermediate support:
– clawhead 24S 3a
– clawhead 16/20S 3b
Fig. 7
4
Examples
With self-locking coupling at end of
girder or on girder joint:
– crosshead 20/24S 2a, alternative:
– lowering head 20/24 2b with pins
and cotter pins
The supporting heads of
formwork fit all standard
slab props with 40 mm
hole diameters.
2a
2b
3a
3b
Fig.7
3. Position props.
The girders can now be
accommodated.
40 m
2. Engage self-locking coupling and check
functionality, Fig. 8 or without selflocking coupling, secure head with pins
and cotter pins.
m
Assembly:
1. Position head on endplate of prop.
a+b
Pay attention to lowering
requirements when
aligning the props.
(min. 4 cm).
Dismantling:
Release coupling or remove pins and
take off head.
Fig.8
6
A2 Components
Formwork assembly
50
46
42
Three girder combinations
1. Plywood sheet 21 mm
Cross beam VT 20
Main beam VT 20
h = 42 cm, Fig. 9a
2. Plywood sheet 21 mm
Cross beam VT 20
Main beam GT 24
h = 46 cm, Fig. 9b
Fig.9a
Fig.9b
Fig.9c
3. Plywood sheet 21 mm
Cross beam GT 24
Main beam GT 24
h = 50 cm, Fig. 9c
Assembly aids
m
Universal tripod
as erection aid for all round and
square slab props.
Through the swivel-mounted base
plates, the tripod can be erected in
corners and against straight walls.
Fig. 10a
0
12
ø
48
m
-
Fig.10a
Erection bar
for installing and dismantling of girders
and formlining.
– erection bar GT/VT, for VT 20 and
GT 24 girders, Fig.10b
– assembly bar 24 for GT 24 girders,
Fig.10c
Fig.10b
Fig.10c
Brace clamp
for round slab props. Fig.10d
for shuttering heights > 3.0 m
for assembly of diagonal bracing
Fig.10d
Stripping cart
e.g. PERI Stripping Cart ASW 465
Fig.10e
Fig.10e
MULTIPROP Frame MRK
for forming heights > 3.0 m for bracing
of MP props. Fig.10f
Fig.10f
7
A3 Erection
1
2
Turn the prop so
that the G-hook
can be operated.
40 m
m
Attach crosshead or clawhead to prop and engage (with
self-locking coupling) Secure other types of support systems
by means of pins and cotter pins:
Alternative to crosshead: Lowering Head 20/24 for simple
and easy lowering.
2a
Shuttering height > 3.0 m with MULTIPROP props:
Brace props by means of MRK frames (erection aid).
See type test and MULTIPROP assembly instructions
for more information.
8
Position crosshead props on flat and load-bearing ground.
Secure with tripods (erection aid).
Horizontal loads from the shuttering procedure
can only be transferred for shuttering heights up
to approx. 3.0 m.
2b
Shuttering height > 3.0 m with steel tube support:
e.g. PERI PEP:
diagonal bracing must be mounted as an erection aid.
A3 Erection
3
4
VT 20
VT 20
VT 20
min.15
VT 20
min.15
min.15
min.15
min.15
x . Pr
op s
pacin
gc
cing b
am spa
Main be
Position crosshead props. Mount main girders from
below by means of erection bar.
One or two main beams can be accommodated in each
crosshead without any risk of tilting.
5
Position secondary girder from below by means of erection bar.
Align cross beams in such a way so that the plywood sheeting
joints always rest on a cross beam or a pair of girders.
Girder overlap: VT 20 min. 15 cm at both ends
GT 24 min. 16.3 cm at both ends
6
c
Risk of falling!
Mount guardrails before shuttering
according to valid guidelines!
Secure cross beam against tilting.
Install plywood sheeting and secure with nails.
Level formwork and spray, e.g. with PERI Bio Clean.
Caution: risk of slipping!
Mount intermediate props with claw heads on girders
using prop spacing c.
Extend props according to the length. GT 24 girders, see A2.
Risk of tilting!
Ensure load effects are safely transferred!*
*see safety instructions "General Safety information"
The MULTIFLEX slab formwork can be now be used
in accordance with permissible load requirements.
Pallets in position on the erection area ready to be
used during striking operations
9
A4 Striking
1
4
2
Observe striking time!
Lower all secondary girders by approx. 4 cm*.
Begin lowering and removal of props with
larger prop spans in the centre of the slab.
Dismantle intermediate props and store in pallets.
In cases of immediate re-use, the heads remain attached
to the props!
4
5
Dismantle plywood sheets and remaining cross beams
– store in pallets.
Plywood must be accurately stacked in order to
clean the sheet edges
10
Dismantle main girders and store in pallets.
* Observe permissible prop loads!
If the formwork is not dismantled, it could lead to
overloading the props when concreting the slab for
the next floor.
A4 Striking
3
4
2a
Alternative to No. 2
Lower lowering head by means of hammer blow = 4 cm.
Tip the secondary girders onto their sides and remove from
below by means of the assembly bar and store in pallets.
Secondary girder located under plywood joints
remain in position.
Push back wedge to starting position ready for
next use and fix tight with a hammer blow
6
7
Dismantle crosshead props and store in pallets.
In cases of immediate re-use, the heads remain
attached to the props!
Before the first and any additional use, spray the plywood
sheet edges, e.g. with PERI BIO Clean. This facilitates
shuttering and striking procedures and helps to protect
the sheet.
11
A5 Guardrails and
setting of stopend
– scaffold components supplied by
the contractors must conform to
valid safety regulations!
– load effects must be safely
transferred!
see safety instructions "General Information"
Guardrails *
on slab edges with slab tables
The edge of the building is secured by
means of PERI table modules. Fig. 11
See also assembly instructions for
table modules.
Fig.11
during casting segment
with slab edge trestle AW
see B5 for static value
12
Assembly
The Stopend Angle 11 can be attached
in girder´s length direction as well as
at 90° to the girder:
– 8 wire pins ø 3.1 x 65, (6 pins at front,
2 pins at rear, Item. no. 018280)
– with clamp for attaching to the girder
or timber
– insert handrail post AW 12 and nail
rear end. Fig.12
11
Fig.12
11
with Stopend Angle AW, Fig.12a
with panel formwork and Stopend
Angle AW, Fig.12b
Fig.12a
with slab stopend bar 105 and
handrail post HSGP, 13 + 14
see B5 for static value. Fig. 13
*Guardrails
– as a minimum, timber components
must correspond to Sort Class S10
according to DIN 4074 and be marked
with a U symbol!
– secure guardrail boards with wire pins
or screws! Fig.12b
Fig.12b
min 10 max 50
See PERI construction site equipment
brochure for additional setting of
stopends
14
Fig.13
12
13
max. 14
B1 General
Instructions
Static-relevant instructions regarding the use of
slab formwork
Provided on-site assurance can be given that values
of the slab thickness along with the spacing of the
secondary and main beams do not fall below those
specified in the tables, and no additional loads are
imposed as a result of the formwork being out of
plumb etc., the formwork girders satisfy all the
criteria for classification in Support Scaffold Group III.
Conditions for classifying the support
structure in Support Scaffold Group I
Classification in Group I is possible for
– erection heights of up to 5.00 m
– spans of up to 6.00 m
– vertical, uniformly distributed loads of up to 8 kN/m2
– uniformly distributed line loads from beams and
downstands, and the like, of up to 15 kN/m
Drawings are not required. Proof of stability is only
required if there is insufficient expertise available for
assessment purposes.
The loads acting are to be multiplied
by the group factor of 1.25
As a rule, the loads acting only have to be increased
by the group factor according to DIN 4421 for the
support structure, which can mainly be classified in
Group I or II.
Conditions for classifying the support
structure in Support Scaffold Group II
– proof of stability for all important structural
components and their connections required to
prevent collapse. Analyses may be carried out
with the simplifications described in Section 6.4.2.
contained in DIN 4421
– drawings: general arrangement drawings which
clearly show the ground plans and sections of the
construction. Presentation of the most important
details is necessary.
The loads acting are to be multiplied
by the group factor of 1.15
13
B2 Calculation of
Slab Formwork
(example)
Example with slide chart
VT 20/VT 20
Slab thickness:
d = 20 cm
Clear room height: h = 2.80 m
Main and cross beams: VT 20
Plywood:
21 mm,
62.5 x 250 cm
a
0,20
Slab thickness d [m]
7,1
Loading q [kN/m2]
Permissible main beam spacing b [m]
Existing prop load F [kN]
Cross beam spacing a [m]
0,75 0,625 0,50
Prop spacing c [m]
Pre-selection
Pre-selection makes it possible for the
user – subject to the available girder
lengths – to more effectively plan the
utilisation of the MULTIFLEX with
regards to the available prop loadbearing capacity and building geometry.
0,60
2,52 2,68 2,89
10,7 11,4 12,3
0,90
2,52 2,68 2,89
16,1 17,1 18,5
1,20
2,52 2,60 2,60
21,5 22,0 22,0
2,07
22,0
1,60
1,80
22,0
2,10 1,22
22,0
2,40 -
1,50
From:
– permissible prop spacing
– possible main beam spacing (when
using the GT 24 girder as cross beam,
pay attention to the 30 cm node
arrangement)
– available prop load
2,07
22,0
1,60
22,0
1,22
22,0
-
b
c
2,07
22,0
1,60
22,0
1,22
22,0
-
Loading:
Deflection:
according to DIN 4421
limited to I/500
Basis for calculation is a three-ply sheet, 21 mm,
with E = 7500 N/mm2 (saturated)
and permissible mB = 6.5 N/mm2 (saturated).
Max. slab thickness: PERI Beto
Plywood
The 3-S plywood has been considered
in the slide chart.
PERI Beto: see table, right.
If another type of plywood is used, the
cross beam spacing must be adapted
accordingly, see B5 Plywood Chart.
1. Cross beam spacing a
Plywood support, Fig.14
(dependent on slab thickness and size
of plywood sheet used, see B5
Plywood Chart)
Cross beam
spacing [cm]
Max. slab
thickness [cm]
4 fields
62.5
22
5 fields
50
43
Size of plywood
62.5 cm x 2.50 m
62,5
62,5
62,5
Fig.14
Cross beam spacing: 62.5 cm
See B5 for static values.
2. Main beam spacing b
Cross beam support, Fig.15
Max. permissible span for cross beams
according to the slide chart: 2.07 m
Main beam spacing: 2.00 m
(selected, dependent on room
geometry)
14
2,00 m
Fig.15
B2 Calculation of
Slab Formwork
(example)
3. Prop spacing c
Main beam support, Fig.16
Prop spacing: 1.50 m
4. Prop load
Specification for the slide chart:
22.0 kN
Through the selection of the main
beam spacing of b = 2.00 m, this
results in a prop load of
H
F = 22 kN x 2.00 m = 21.3 kN
2.07 m
to be transferred.
Now select a slab prop (PEP,
MULTIPROP) corresponding to the
extension length H with permissible
prop load = 21.3 kN.
1,50 m
The respective standards are used for
the support construction.
1,50 m
1,50 m
Fig.16
PERI slide chart for girder
combinations:
VT 20 / VT 20
GT 24 / VT 20
GT 24 / GT 24
Example with PERI design tables
According to the selected girder
combination, calculations for the
MULTIFLEX slab formwork are
carried out using the tables in B5.
Depending on the slab thickness,
the selected cross beam spacing
and plywood sheet result in the
main beam and prop spacings.
b
Fig. 17
a
c
Fig.17
15
B3 Application
Example
Overview
with edge tables
Fig. 18
The basis of the MULTIFLEX is an
all-sided horizontal and non-moveable
positioned slab formwork!
This is given with peripheral walls and
beams cast in advance. Otherwise the
transfer of horizontal loads must be
ensured in accordance with DIN 4421
through other measures undertaken
on site (e.g. bracing)!
Fig.18
VT 20: min. d 15 cm, max. 30 cm
GT 24: min. d 16.3 cm, max. 30 cm
max. 30
Overview of
starting bay
Fig.19
Fig.19
16
B4 Beams
UZ beam system
for beams up to h = 80 cm
consisting of: UZ Beam Bracket 40 15a
UZ perforated rail 15b
15a
– no formwork ties up to h = 80 cm
– cross-sections are to be continuously
formed
– girders or timbers can be used as
bottom formwork
– side or bottom formwork can also be
formed with PERI TRIO elements
– UZ perforated rails can be joined
together for extra-wide beams
15b
Fig.20
b
Max. beam widths
with side form width b = 10 cm
1 x UZ perforated rail 80 = 45 cm
2 x UZ perforated rail 80 = 135 cm
1 x UZ perforated rail 129 = 95 cm
Fig. 20
See B5 for permissible widths of
influence.
Examples
1. Side form with one or two 2 GT 24s
(vertical) Fig. 21a
Fig.21a
2. Side form with two or three VT 20s
(horizontal) Fig. 21b
Fig.21b
3. Packing of formwork bottom
Fig. 21c
Fig.21c
17
B4 Beams
Stopend Angle AW
for beams up to h = 60 cm
– the stopend angle 11 can be nailed to
the plywood (22 mm) as stopend up
to h = 40 cm
– larger widths of influence and heights
are possible with the clamp, see B5
– side formwork can be formed using
horizontal TRIO, DOMINO or
HANDSET elements
11
– guardrails must be mounted
according to valid regulations!
– load effects must be safely
transferred!
see safety instructions "General Information"
Fig.22a
Examples
1. Edge beam: stopend nailed to table
module, Fig. 22a
2. Beam with Domino elements,
Fig. 22b
3. Stopend angle with clamp 11a,
Fig. 22c
Assembly
See A5, stopend angle AW
Used plywood sheets can be used
for the working areas.
11a
Fig.22b
Fig.22c
18
19
B5 Design tables
Plywood
Type of
plywood
Thickness [mm]
Veneers
E-modulus [N/mm2]
parallel/crosswise
perm. m [N/mm2]
parallel/crosswise
Fin Ply
21
Birch
8560/6610
15.0/12.4
Fin Ply, Maxi
20
Birch
7500/5760
13.0/10.5
Fin Ply, USA
19 / 3/4”
Birch
6180/6880
12.0/11.5
Fin Ply
18
Birch
8730/6440
15.3/12.2
PERI Birch
21
Birch
8560/6610
15.0/12.4
PERI Birch, USA
19 / / ”
Birch
9170/7060
15.7/13.6
Combi Mirror
21
Birch/Conifer Ply. 8560/5060
14.9/6.8
PERI Beto
21
Birch/Conifer Ply. 6610/6560
11.2/8.5
PERI Beto, USA
19 / 3/4”
Birch/Conifer Ply. 6610/7140
11.3/10.6
PERI Beto
18
Birch/Conifer Ply. 6680/6500
10.2/8.7
PERI Spruce
21
Conifer Plywood
5240/6370
6.7/7.0
As-Ply
21
Plywood
1)
1)
3-Ply Plywood
27
Spruce
8000/1070
4.9/1.5
3-Ply Plywood
21
Spruce
8000/1070
5.9/1.3
Lake Pine
20,5
Plywood
1)
1)
Arauco Pine
21
Pine
1)
1)
FinNa-Ply
21
Conifer Plywood
7910/3710
8.0/5.0
3 4
1) No information possible because of large differences.
The static/mechanical values given in the tables refer, according to
information from the manufacturers, to a moisture content of 15%.
But GSV stipulate the values of moisture content as 20%.
The values for the Modulus of Elasticity are therefore to be
reduced by a factor of 0.9167 and the values for the permissible
tension by a factor of 0.875.
The fibres of the face veneer span in the direction
of the first length shown for the plywood size.
Solid timber
Softwood, Sorting Class S10
E-modulus [N/mm2] perm. m [N/mm2]
parallel/crosswise parallel/crosswise
10000
With a timber moisture content of 20% only the permissible tension
according to DIN 1052 is to be reduced by 0.833.
20
10
B5 Design tables
21 mm Plywood
The modulus of elasticity and the permissible
tension is based on the grade and moisture
content of the plywood (see page 20).
0.0068 · q · L4
f = ––––––––––––––
E·I
Maximum deflection
Maximum Moment M = 0.1071 · q · L2
(valid for at least 3 bays)
L
L
L
L
L
L
L
45 cm
50 cm
55 cm
60 cm
10.7 8.0 6.4 5.3 4.6 4.0
f
75 cm
70 cm
65 cm
E = 3000 N/mm2
E = 4000 N/mm2
E = 5000 N/mm2
E = 6000 N/mm2
E = 7000 N/mm2
E = 8000 N/mm2
f
9.3 7.0 5.6 4.7 4.0 3.5
8.0 6.0 4.8 4.0 3.4 3.0
40 cm
6.7 5.0 4.0 3.3 2.9 2.5
m
AN
SP
=
=
1
1
m
=
9
m=
2.7 2.0 1.6 1.3 1.1 1.0
7
m=
N/
m
5
/m
m2
N
/m
N
/m
m2
35 cm
m2
N/
m
m2
m2
30 cm
N
Deflection f [mm]
4.0 3.0 2.4 2.0 1.7 1.5
3
1
m
5.3 4.0 3.2 2.7 2.3 2.0
L
1.3 1.0 0.8 0.7 0.6 0.5
25 cm
0.0 0.0 0.0 0.0 0.0 0.0
Wall formwork 0
Slab formwork 0
10
20
30
20 40 60 80 100
10 30 50 70 90
40
50
60
70
80
90
100 Concrete
pressure q
[kN/m2]
Slab Thickness d [cm]
21
B5 Design tables
MULTIFLEX
GT 24 Girders as slab beams
Slab thickness
[m]
0.10
0.12
0.14
0.16
0.18
0.20
Loading q*
[kN/m2]
4.5
5.0
5.5
6.1
6.6
7.1
Secondary beam
spacing a [m] 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50
Perm. span for main girder
Prop spacing c [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
3.79
10.2
3.79
15.4
3.79
20.5
3.79
25.6
3.18
28.0
2.43
28.0
2.07
28.0
4.03
10.9
4.03
16.3
4.03
21.8
4.03
27.2
3.18
28.0
2.43
28.0
2.07
28.0
4.34
11.7
4.34
17.6
4.34
23.5
4.15
28.0
3.18
28.0
2.43
28.0
2.07
28.0
3.60
10.8
3.60
16.3
3.60
21.7
3.60
27.1
2.85
28.0
2.17
28.0
1.86
28.0
3.82
11.5
3.82
17.3
3.82
23.0
3.72
28.0
2.85
28.0
2.17
28.0
1.86
28.0
4.12
12.4
4.12
18.6
4.12
24.8
3.72
28.0
2.85
28.0
2.17
28.0
1.86
28.0
3.44
11.4
3.44
17.1
3.44
22.8
3.37
28.0
2.58
28.0
1.97
28.0
1.68
28.0
3.65
12.1
3.65
18.2
3.65
24.3
3.37
28.0
2.58
28.0
1.97
28.0
1.68
28.0
3.93
13.1
3.93
19.6
3.93
26.1
3.37
28.0
2.58
28.0
1.97
28.0
1.68
28.0
3.30
12.0
3.30
18.0
3.30
24.0
3.08
28.0
2.36
28.0
1.80
28.0
1.54
28.0
3.51
12.7
3.51
19.1
3.51
25.5
3.08
28.0
2.36
28.0
1.80
28.0
1.54
28.0
3.78
13.7
3.78
20.6
3.78
27.5
3.08
28.0
2.36
28.0
1.80
28.0
1.54
28.0
3.18
12.6
3.18
18.9
3.18
25.1
2.84
28.0
2.18
28.0
1.66
28.0
1.42
28.0
3.38
13.4
3.38
20.0
3.38
26.7
2.84
28.0
2.18
28.0
1.66
28.0
1.42
28.0
3.64
14.4
3.64
21.6
3.55
28.0
2.84
28.0
2.18
28.0
1.66
28.0
1.42
28.0
3.08
13.1
3.08
19.7
3.08
26.3
2.63
28.0
2.02
28.0
1.54
28.0
1.31
28.0
3.27
13.9
3.27
20.9
3.27
27.9
2.63
28.0
2.02
28.0
1.54
28.0
1.31
28.0
Slab thickness
[m]
0.22
0.24
0.26
0.28
0.30
0.35
Loading q*
[kN/m2]
7.6
8.1
8.7
9.2
9.8
11.3
Secondary beam
spacing a [m] 0.75 0.625 0.50 0.625 0.50 0.40 0.625 0.50 0.40 0.625 0.50 0.40 0.625 0.50 0.40 0.50 0.40
Perm. span for main girder
Prop spacing c [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
22
2.99
13.7
2.99
20.5
2.99
27.4
2.45
28.0
1.88
28.0
1.43
28.0
1.22
28.0
3.18
14.5
3.18
21.8
3.06
28.0
2.45
28.0
1.88
28.0
1.43
28.0
1.22
28.0
3.42
15.7
3.42
23.5
3.06
28.0
2.45
28.0
1.88
28.0
1.43
28.0
1.22
28.0
3.09
15.1
3.09
22.7
2.87
28.0
2.29
28.0
1.76
28.0
1.34
28.0
1.15
28.0
3.33
16.3
3.33
24.4
2.87
28.0
2.29
28.0
1.76
28.0
1.34
28.0
1.15
28.0
3.59
17.5
3.59
26.3
2.87
28.0
2.29
28.0
1.76
28.0
1.34
28.0
1.15
28.0
3.02
15.7
3.02
23.5
2.69
28.0
2.16
28.0
1.65
28.0
1.26
28.0
1.08
28.0
3.25
16.9
3.25
25.3
2.69
28.0
2.16
28.0
1.65
28.0
1.26
28.0
1.08
28.0
3.50
18.2
3.50
27.3
2.69
28.0
2.16
28.0
1.65
28.0
1.26
28.0
1.08
28.0
2.95
16.2
2.95
24.3
2.54
28.0
2.03
28.0
1.56
28.0
1.19
28.0
1.02
28.0
3.17
17.5
3.17
26.2
2.54
28.0
2.03
28.0
1.56
28.0
1.19
28.0
1.02
28.0
3.42
18.8
3.39
28.0
2.54
28.0
2.03
28.0
1.56
28.0
1.19
28.0
1.02
28.0
2.88
16.9
2.88
25.3
2.39
28.0
1.91
28.0
1.47
28.0
1.12
28.0
0.96
28.0
3.11
18.2
3.11
27.3
2.39
28.0
1.91
28.0
1.47
28.0
1.12
28.0
0.96
28.0
3.35
19.6
3.19
28.0
2.39
28.0
1.91
28.0
1.47
28.0
1.12
28.0
0.96
28.0
2.96
20.1
2.75
28.0
2.06
28.0
1.65
28.0
1.26
28.0
0.96
28.0
0.82
28.0
3.19
21.6
2.75
28.0
2.06
28.0
1.65
28.0
1.26
28.0
0.96
28.0
0.82
28.0
3.53
15.0
3.53
22.5
3.29
28.0
2.63
28.0
2.02
28.0
1.54
28.0
1.31
28.0
B5 Design tables
MULTIFLEX
GT 24 Girders as slab beams
Slab thickness
[m]
0.40
0.45
0.50
0.60
0.70
0.80
0.90
1.00
Loading q*
[kN/m2]
12.9
14.4
16.0
19.1
22.2
25.4
28.5
31.4
Secondary beam
spacing a [m] 0.50
0.60
Perm. span for main girder
Prop spacing c [m]
0.90
1.20
1.50
1.80
2.10
2.40
2.83
21.9
2.42
28.0
1.81
28.0
1.45
28.0
1.11
28.0
0.85
28.0
0.72
28.0
0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40
3.05
23.6
2.42
28.0
1.81
28.0
1.45
28.0
1.11
28.0
0.85
28.0
0.72
28.0
2.73
23.6
2.15
28.0
1.62
28.0
1.29
28.0
0.99
28.0
0.76
28.0
0.65
28.0
2.94
25.5
2.15
28.0
1.62
28.0
1.29
28.0
0.99
28.0
0.76
28.0
0.65
28.0
2.64
25.3
1.94
28.0
1.46
28.0
1.17
28.0
0.89
28.0
0.68
28.0
0.58
28.0
2.84
27.3
1.94
28.0
1.46
28.0
1.17
28.0
0.89
28.0
0.68
28.0
0.58
28.0
2.42
27.8
1.63
28.0
1.22
28.0
0.98
28.0
0.75
28.0
0.57
28.0
0.49
28.0
2.44
28.0
1.63
28.0
1.22
28.0
0.98
28.0
0.75
28.0
0.57
28.0
0.49
28.0
2.10
28.0
1.40
28.0
1.05
28.0
0.84
28.0
0.64
28.0
0.49
28.0
0.42
28.0
2.10
28.0
1.40
28.0
1.05
28.0
0.84
28.0
0.64
28.0
0.49
28.0
0.42
28.0
1.84
28.0
1.23
28.0
0.92
28.0
0.74
28.0
0.56
28.0
0.43
28.0
0.37
28.0
1.84
28.0
1.23
28.0
0.92
28.0
0.74
28.0
0.56
28.0
0.43
28.0
0.37
28.0
1.64
28.0
1.09
28.0
0.82
28.0
0.66
28.0
0.50
28.0
0.38
28.0
0.33
28.0
1.64
28.0
1.09
28.0
0.82
28.0
0.66
28.0
0.50
28.0
0.38
28.0
0.33
28.0
1.49
28.0
0.99
28.0
0.74
28.0
0.59
28.0
0.46
28.0
0.35
28.0
0.30
28.0
1.49
28.0
0.99
28.0
0.74
28.0
0.59
28.0
0.46
28.0
0.35
28.0
0.30
28.0
* Loading to DIN 4421:
Formwork load g = 0.40 kN/m2
Concrete load b = 26 kN/m3 x d (m)
Live load
p = 0.20 x b
1.5 ) p ) 5.0 kN/m2
Total load
q=g+b+p
The deflection has been limited to l/500.
Main girder support at node intersections.
Secondary girders assumed single span.
Secon
a
Table values mean the following:
2.87
28.0
g
cin
Perm. main beam spacing b [m]
Existing prop load [kN]
Beam length
Item no.
0.90m
1.20m
1.50m
1.80m
2.10m
2.40m
2.70m
3.00m
3.30m
3.60m
3.90m
4.20m
4.50m
4.80m
5.10m
5.40m
5.70m
6.00m
075100
075120
075150
075180
075210
075240
075270
075300
075330
075360
075390
075420
075450
075480
075510
075540
075570
075600
am
M
ain
a
sp
dar y b
a
eam s
a
pacing
a
b
be
b
c
c
Prop
s
c
pacin
g
23
B5 Design tables
MULTIFLEX
VT 20K Girders as slab beams
Slab thickness
[m]
0.10
0.12
0.14
0.16
0.18
0.20
Loading q*
[kN/m2]
4.5
5.0
5.5
6.1
6.6
7.1
Secondary beam
spacing a [m] 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50 0.75 0.625 0.50
Perm. span for main girder
Prop spacing c [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
3.10
8.4
3.10
12.6
3.10
16.8
3.10
21.0
2.50
22.0
1.91
22.0
1.54
22.0
3.30
8.9
3.30
13.4
3.30
17.8
3.26
22.0
2.50
22.0
1.91
22.0
1.54
22.0
3.55
9.6
3.55
14.4
3.55
19.2
3.26
22.0
2.50
22.0
1.91
22.0
1.54
22.0
2.94
8.9
2.94
13.3
2.94
17.7
2.92
22.0
2.24
22.0
1.71
22.0
1.38
22.0
3.13
9.4
3.13
14.1
3.13
18.8
2.92
22.0
2.24
22.0
1.71
22.0
1.38
22.0
3.37
10.1
3.37
15.2
3.37
20.3
2.92
22.0
2.24
22.0
1.71
22.0
1.38
22.0
2.81
9.3
2.81
14.0
2.81
18.7
2.65
22.0
2.03
22.0
1.55
22.0
1.25
22.0
2.99
9.9
2.99
14.9
2.99
19.9
2.65
22.0
2.03
22.0
1.55
22.0
1.25
22.0
3.22
10.7
3.22
16.0
3.22
21.4
2.65
22.0
2.03
22.0
1.55
22.0
1.25
22.0
2.70
9.8
2.70
14.7
2.70
19.6
2.42
22.0
1.86
22.0
1.42
22.0
1.15
22.0
2.87
10.4
2.87
15.6
2.87
20.9
2.42
22.0
1.86
22.0
1.42
22.0
1.15
22.0
3.09
11.2
3.09
16.9
3.03
20.6
2.42
22.0
1.86
22.0
1.42
22.0
1.15
22.0
2.60
10.3
2.60
15.4
2.60
21.8
2.23
22.0
1.71
22.0
1.30
22.0
1.06
22.0
2.77
10.9
2.77
16.4
2.77
22.0
2.23
22.0
1.71
22.0
1.30
22.0
1.06
22.0
2.98
11.8
2.98
17.7
2.79
21.5
2.23
22.0
1.71
22.0
1.30
22.0
1.06
22.0
2.52
10.7
2.52
16.1
2.52
22.0
2.07
22.0
1.59
22.0
1.21
22.0
0.98
22.0
2.68
11.4
2.68
17.1
2.58
22.0
2.07
22.0
1.59
22.0
1.21
22.0
0.98
22.0
Slab thickness
[m]
0.22
0.24
0.26
0.28
0.30
0.35
Loading q*
[kN/m2]
7.6
8.1
8.7
9.2
9.8
11.3
Secondary beam
spacing a [m] 0.75 0.625 0.50 0.625 0.50 0.40 0.625 0.50 0.40 0.625 0.50 0.40 0.625 0.50 0.40 0.50 0.40
Perm. span for main girder
Prop spacing c [m]
0.60
0.90
1.20
1.50
1.80
2.10
2.40
24
2.45
11.2
2.45
16.8
2.41
22.0
1.92
22.0
1.48
22.0
1.13
22.0
0.91
22.0
2.60
11.9
2.60
17.8
2.41
22.0
1.92
22.0
1.48
22.0
1.13
22.0
0.91
22.0
2.80
12.8
2.80
19.2
2.41
22.0
1.92
22.0
1.48
22.0
1.13
22.0
0.91
22.0
2.53
12.4
2.53
18.5
2.25
22.0
1.80
22.0
1.38
22.0
1.05
22.0
0.85
22.0
2.73
13.3
2.73
20.0
2.25
22.0
1.80
22.0
1.38
22.0
1.05
22.0
0.85
22.0
2.94
14.3
2.94
21.5
2.25
22.0
1.80
22.0
1.38
22.0
1.05
22.0
0.85
22.0
2.47
12.8
2.47
19.2
2.12
22.0
1.69
22.0
1.30
22.0
0.99
22.0
0.80
22.0
2.66
13.8
2.66
20.7
2.12
22.0
1.69
22.0
1.30
22.0
0.99
22.0
0.80
22.0
2.86
14.9
2.82
22.0
2.12
22.0
1.69
22.0
1.30
22.0
0.99
22.0
0.80
22.0
2.41
13.3
2.41
19.9
2.00
22.0
1.60
22.0
1.23
22.0
0.93
22.0
0.76
22.0
2.60
14.3
2.60
21.5
2.00
22.0
1.60
22.0
1.23
22.0
0.93
22.0
0.76
22.0
2.80
15.4
2.66
22.0
2.00
22.0
1.60
22.0
1.23
22.0
0.93
22.0
0.76
22.0
2.36
13.8
2.36
20.7
1.88
22.0
1.50
22.0
1.15
22.0
0.88
22.0
0.71
22.0
2.54
14.9
2.50
22.0
1.88
22.0
1.50
22.0
1.15
22.0
0.88
22.0
0.71
22.0
2.74
16.0
2.50
22.0
1.88
22.0
1.59
22.0
1.15
22.0
0.88
22.0
0.71
22.0
2.42
16.4
2.16
22.0
1.62
22.0
1.30
22.0
1.00
22.0
0.76
22.0
0.61
22.0
2.61
17.7
2.16
22.0
1.62
22.0
1.30
22.0
1.00
22.0
0.76
22.0
0.61
22.0
2.89
12.3
2.89
18.4
2.58
22.0
2.07
22.0
1.59
22.0
1.21
22.0
0.98
22.0
B5 Design tables
MULTIFLEX
VT 20K Girders as slab beams
Slab thickness
[m]
0.40
0.45
0.50
0.60
0.70
0.80
0.90
1.00
Loading q*
[kN/m2]
12.9
14.4
16.0
19.1
22.2
25.4
28.5
31.4
Secondary beam
spacing a [m] 0.50
0.60
Perm. span for main girder
Prop spacing c [m]
0.90
1.20
1.50
1.80
2.10
2.40
2.32
17.9
1.90
22.0
1.42
22.0
1.14
22.0
0.87
22.0
0.67
22.0
0.54
22.0
0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40
2.50
19.3
1.90
22.0
1.42
22.0
1.14
22.0
0.87
22.0
0.67
22.0
0.54
22.0
2.23
19.3
1.69
22.0
1.27
22.0
1.02
22.0
0.78
22.0
0.59
22.0
0.48
22.0
2.40
20.8
1.69
22.0
1.27
22.0
1.02
22.0
0.78
22.0
0.59
22.0
0.48
22.0
2.16
20.7
1.53
22.0
1.15
22.0
0.92
22.0
0.70
22.0
0.54
22.0
0.43
22.0
2.29
22.0
1.53
22.0
1.15
22.0
0.92
22.0
0.70
22.0
0.54
22.0
0.43
22.0
1.92
22.0
1.28
22.0
0.96
22.0
0.77
22.0
0.59
22.0
0.45
22.0
0.36
22.0
1.92
22.0
1.28
22.0
0.96
22.0
0.77
22.0
0.59
22.0
0.45
22.0
0.36
22.0
1.65
22.0
1.10
22.0
0.82
22.0
0.66
22.0
0.51
22.0
0.39
22.0
0.31
22.0
1.65
22.0
1.10
22.0
0.82
22.0
0.66
22.0
0.51
22.0
0.39
22.0
0.31
22.0
1.45
22.0
0.96
22.0
0.72
22.0
0.58
22.0
0.44
22.0
0.34
22.0
1.45
22.0
0.96
22.0
0.72
22.0
0.58
22.0
0.44
22.0
0.34
22.0
1.29
22.0
0.86
22.0
0.64
22.0
0.51
22.0
0.40
22.0
0.30
22.0
1.29
22.0
0.86
22.0
0.64
22.0
0.51
22.0
0.40
22.0
0.30
22.0
1.17
22.0
0.78
22.0
0.58
22.0
0.47
22.0
0.36
22.0
1.17
22.0
0.78
22.0
0.58
22.0
0.47
22.0
0.36
22.0
* Loading to DIN 4421:
Formwork load g = 0.40 kN/m2
Concrete load b = 26 kN/m3 x d (m)
Live load
p = 0.20 x b
1.5 ) p ) 5.0 kN/m2
Total load
q=g+b+p
The deflection has been limited to l/500.
Secondary girders assumed single span.
Table values mean the following:
2.25
22.0
Secon
Perm. main beam spacing b [m]
a
Existing prop load [kN]
ac
Beam length
Item no.
1.45m
2.15m
2.45m
2.65m
2.90m
3.30m
3.60m
3.90m
4.50m
4.90m
5.90m
074990
074905
074910
074890
074920
074930
074940
074950
074960
074970
074980
am
ain
M
ing
sp
dar y b
a
a
eam s
a
pacing
b
be
b
c
c
Prop
s
c
pacin
g
25
B5 Design tables
MULTIFLEX
Secondary Girder: GT 24 / Main Girder: 2x GT 24
Slab thickness
[m]
0.22
0.24
0.25
0.26
0.28
Loading q*
[kN/m2]
7.6
8.1
8.4
8.7
9.2
Perm. span for main girder
Prop spacing c [m]
Secondary beam
spacing a [m]
0.60
0.90
1.20
1.50
1.80
0.75 0.625 0.50 0.625 0.50
0.40 0.625 0.50 0.40 0.625 0.50
0.40 0.625 0.50
0.40
2.99
13.6
2.99
20.5
2.99
27.3
2.99
34.1
2.99
40.9
3.59
17.4
3.59
26.2
3.59
34.9
3.59
43.6
3.59
52.3
3.50
18.3
3.50
27.4
3.50
36.5
3.50
45.7
3.50
54.8
2.95
16.3
2.95
24.4
2.95
32.6
2.95
40.7
2.95
48.9
3.17
17.5
3.17
26.2
3.17
35.0
3.17
43.7
3.17
52.5
3.42
18.9
3.42
28.3
3.42
37.8
3.42
47.2
3.38
56.0
3.18
14.5
3.18
21.8
3.18
29.0
3.18
36.3
3.18
43.5
3.42
15.6
3.42
23.4
3.42
31.2
3.42
39.0
3.42
46.8
3.09
15.0
3.09
22.5
3.09
30.0
3.09
37.5
3.09
45.1
3.33
16.2
3.33
24.3
3.33
32.4
3.33
40.5
3.33
48.6
3.06
15.4
3.06
23.1
3.06
30.8
3.06
38.6
3.06
46.3
3.29
16.6
3.29
24.9
3.29
33.2
3.29
41.5
3.29
49.7
3.55
17.9
3.55
26.8
3.55
35.8
3.55
44.7
3.55
53.7
3.02
15.8
3.02
23.6
3.02
31.5
3.02
39.4
3.02
47.3
3.25
17.0
3.25
25.4
3.25
33.9
3.25
42.4
3.25
50.9
Slab thickness
[m]
0.30
0.35
0.40
0.50
0.60
0.70
0.80
0.90
1.00
Loading q*
[kN/m2]
9.8
11.3
12.9
16.0
19.1
22.2
25.4
28.5
31.4
Perm. span for main girder
Prop spacing c [m]
Secondary beam
0.625 0.50
spacing a [m]
0.60
0.90
1.20
1.50
1.80
2.88
16.9
2.88
25.4
2.88
33.9
2.88
42.3
2.88
50.8
3.11
18.3
3.11
27.4
3.11
36.6
3.11
45.7
3.11
54.9
0.40
0.50
0.40
0.50
0.40
0.50 0.40
0.50 0.40
0.40
0.40
0.40
0.40
3.35
19.7
3.35
29.5
3.35
39.4
3.35
49.2
3.17
56.0
2.97
20.1
2.97
30.2
2.97
40.3
2.97
50.3
2.75
56.0
3.21
21.8
3.21
32.6
3.21
43.5
3.21
54.4
2.75
56.0
2.83
21.9
2.83
32.9
2.83
43.8
2.83
54.8
2.41
56.0
3.05
23.6
3.05
35.4
3.05
47.2
2.89
56.0
2.41
56.0
2.64
25.3
2.64
38.0
2.64
50.7
2.33
56.0
1.94
56.0
2.42
27.7
2.42
41.6
2.42
55.5
1.95
56.0
1.63
56.0
2.51
33.4
2.51
50.1
2.10
56.0
1.68
56.0
1.40
56.0
2.35
35.8
2.35
53.7
1.84
56.0
1.47
56.0
1.22
56.0
2.22
38.0
2.18
56.0
1.64
56.0
1.31
56.0
1.09
56.0
2.07
39.0
1.98
56.0
1.49
56.0
1.19
56.0
0.99
56.0
2.84
27.3
2.84
40.9
2.84
54.5
2.33
56.0
1.94
56.0
Seco
* Load to DIN 4421:
a
Dead load
g = 0.40 kN/m2
Concrete load b = 26 kN/m3 x d (m)
Live load
p = 0.20 x b
1.5 ) p ) 5.0 kN/m2
g
cin
pa
s
er
ird
g
ain
b
M
Total load
q=g+b+p
b
The deflection has been limited to 1/500.
Main girder support at node intersections.
Secondary girders assumed single span.
Table values mean the following:
3.17
perm. spacing of main girders [m]
56.0
actual prop load [kN]
One GT 24 is sufficient as main girder
when prop loads < 28.0 kN
Pro
spacp
in
c
g
c
26
2.68
30.7
2.68
46.1
2.44
56.0
1.95
56.0
1.63
56.0
ndar
y gird
a a
er sp
a
acing
B5 Design tables
MULTIFLEX
Secondary Girder: VT 20K / Main Girder: 2x VT 20K
Slab thickness
[m]
0.22
0.24
0.25
0.26
0.28
Loading q*
[kN/m2]
7.6
8.1
8.4
8.7
9.2
Secondary beam
spacing a [m]
Perm. span for main girder
Prop spacing c [m]
0.50
0.75
1.00
1.25
1.50
1.75
0.75 0.625 0.50 0.625 0.50
0.40 0.625 0.50 0.40 0.625 0.50
0.40 0.625 0.50
0.40
2.45
9.30
2.45
14.0
2.45
18.7
2.45
23.3
2.45
28.0
2.45
32.7
2.94
12.0
2.94
16.8
2.94
23.9
2.94
29.9
2.94
35.9
2.94
41.9
2.86
12.4
2.86
18.6
2.86
24.8
2.86
31.0
2.86
37.2
2.86
43.3
2.80
12.9
2.80
19.3
2.80
25.7
2.80
32.1
2.80
38.6
2.74
44.0
2.60
9.90
2.60
14.9
2.60
19.8
2.60
24.8
2.60
29.7
2.60
34.7
2.80
10.7
2.80
16.0
2.80
21.3
2.80
26.7
2.80
32.0
2.80
37.3
2.53
10.3
2.53
14.5
2.53
20.6
2.53
25.7
2.53
30.9
2.53
36.0
2.73
11.1
2.73
15.6
2.73
22.2
2.73
27.8
2.73
33.3
2.73
38.9
2.50
10.5
2.50
15.8
250
21.0
2.50
26.3
2.50
31.5
2.50
36.8
2.69
11.3
2.69
16.9
2.69
22.6
2.69
28.2
2.69
33.9
2.69
39.5
2.90
12.2
2.90
18.3
2.90
24.4
2.90
30.5
2.90
36.5
2.90
42.6
2.47
10.7
2.47
16.0
2.47
21.4
2.47
26.7
2.47
32.1
2.47
37.4
2.66
11.5
2.66
17.3
2.66
23.0
2.66
28.8
2.66
34.6
2.66
40.3
Slab thickness
[m]
0.30
0.35
0.40
0.45
0.50
Loading q*
[kN/m2]
9.8
11.3
12.9
14.4
16.0
Secondary beam
0.625 0.50
spacing a [m]
Perm. span for main girder
Prop spacing c [m]
0.50
0.75
1.00
1.25
1.50
1.75
2.36
11.5
2.36
17.3
2.36
23.0
2.36
28.8
2.36
34.6
2.36
40.3
2.54
12.4
2.54
18.6
2.54
24.8
2.54
31.0
2.54
37.2
2.54
43.4
0.40
0.50
0.40
0.50
0.40
0.50 0.40
0.50 0.40
2.74
13.4
2.74
20.1
2.74
26.7
2.74
33.4
2.74
40.1
2.58
44.0
2.43
13.8
2.43
20.6
2.43
27.5
2.43
34.4
2.43
41.3
2.22
44.0
2.62
14.8
2.62
22.2
2.62
29.7
2.62
37.1
2.59
40.0
2.22
44.0
2.32
14.9
2.32
22.4
2.32
29.9
2.32
37.4
2.28
44.0
1.95
44.0
2.50
16.1
2.50
24.2
2.50
32.2
2.50
40.3
2.28
44.0
1.95
44.0
2.24
16.2
2.24
24.3
2.24
32.3
2.24
40.4
2.03
44.0
1.74
44.0
2.16
17.3
2.16
25.9
2.16
34.6
2.16
43.2
1.83
44.0
1.57
44.0
* Load to DIN 4421:
g
cin
2
Dead load
g = 0.40 kN/m
Concrete load b = 26 kN/m3 x d (m)
Live load
p = 0.20 x b
1.5 ) p ) 5.0 kN/m2
Total load
r
de
ir
ng
a
sp
a
b
ai
M
2.41
17.4
2.41
26.1
2.41
34.8
2.41
43.5
2.03
44.0
1.74
44.0
b
2.41
11.1
2.41
16.6
2.41
22.1
2.41
27.7
2.41
33.2
2.41
38.7
2.60
11.9
2.60
17.9
2.60
23.9
2.60
29.8
2.60
35.8
2.60
41.8
2.32
18.6
2.32
27.8
2.32
37.1
2.32
44.0
1.83
44.0
1.57
44.0
a a
a=
Sec
ond
ar y
gird
er s
paci
ng
q=g+b+p
The deflection has been limited to 1/500.
Secondary girders assumed single span.
Table values mean the following:
2.58
perm. spacing of main girders [m]
44.0
actual prop load [kN]
One VT 20K is sufficient as main girder
when prop loads < 22.0 kN
Pro
spacp
ing
c
c
27
B5 Design tables
Edge formwork
Formwork bracket-2, Slab Stopend Bar 105, Stopend Sleeve 15
Formwork Bracket-2
Permissible spacings [m] depending
on the slab depth and overhang.
Slab thickn. d
[m]
d
f
Overhang f [m]
0.10 0.20 0.30 0.40
0.45
0.20
2.50
2.50
2.50
1.85
1.60
0.30
1.00
1.00
1.00
1.00
1.00
The above values relate to the load capacity of the
formwork bracket. Depending on the formlining
smaller spacings may be required.
The maximum anchor tension force is 6.5 kN
and the shear force 5.3 kN.
Slab Stopend Bar 105
Slab thickness d [m]
0.20 0.30 0.40 0.50
Allowing for load
on the handrail post
1.45 1.10 0.90 0.80
Not allowing for load
on the handrail post
3.00 1.60 1.20 1.00
d
Permissible spacings [m] depending
on the slab depth.
The maximum deflection at the top has been limited
to 3 mm. The maximum anchor tension force is 6.5 kN.
Stopend Sleeve 15
Concrete strength required depending
on the anchor tension force.
Anchor tens. Z [kN]
2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5*
Concrete strengths
required [N/mm2]
4.5 5.5 6.3 7.2 8.2 9.1 10.0 10.9 11.8
* maximum permissible anchor
tension force for stopend sleeve 15
28
Z
29
B5 Design tables
Beam
UZ beam formwork
Permissible width [m] of load that may be carried by UZ 40
beam bracket depending on the depth of the beam and slab
Beam depth:
h [m]
Slab thickness:
d [m]
0.30
0.40
0.50
0.60
0.70
0.80
Version
1
2
Version
1
2
Version
1
2
Version
1
2
Version
1
2
Version
1
2
1x GT 24
2x VT 20
1x GT 24
2x VT 20
2x GT 24
0
2.20
4.00
1.85
3.50
1.80
3.00
1.55
2.75
0.20
1.70
3.65
1.35
2.85
1.60
2.50
1.40
1.80 *1.05 *1.35 *0.75 *1.05
0.25
1.65
3.45
1.30
2.70
1.55
2.25
1.35
1.65 *1.00 *1.25 *0.70 *0.95
0.30
1.55
3.30
1.15
2.40
1.50
2.00
1.30
1.50 *0.95 *1.15 *0.65 *0.90
0.35
1.50
3.20
1.00
2.15
1.45
1.75
1.25
1.35 *0.90 *1.05 *0.60 *0.80
The maximum deflection is 1/500
h
d
Version 1:
Side form with one or two GT 24s (vertical)
2x VT 20 2x GT 24
2x VT 20
2x GT 24
1.35
3x VT 20
2x GT 24
3x VT 20
2.25 *1.05 *1.65
*) Timber on end in the UZ 40 beam bracket
is 10 x 8 cm (rather than 8 x 8 cm)
The above values relate to the load capacity
of the UZ 40 beam bracket, the upright 8x8 cm
timbers and the secondary girders shown
on the drawings.
Depending on the formlining used, additional
secondary girders may be needed.
Separate structural calculations must be
provided to show the sub-structure can carry
the imposed loads.
The equivalent load (V/100) acting horizontally
and the pressures arising on one side (eg the
edge beam) are to be taken by a restraint
provided by the client.
d
Version 3:
Packing for the beam soffit formwork
h
h
d
Version 2:
Side form with two or three VT 20s (horizontal)
d = slab depth
h = beam depth
30
B5 Design tables
Beam
AW Stopend Angle
Permissible width [m] of load that can be carried by AW stopend
angle depending on the depth of slab and beam, and type of fixing.
Height of
side formwork h [m]
Slab thickness d [m]
Substructure
0.20
nailing on
clamping
nailing on
0.30
clamping
0.35
nailing on
clamping
nailing on
clamping
SKY-
plywood.
timber
timber
SKY-
plywood.
timber
timber
SKY-
plywood.
timber
timber
SKY-
plywood.
timber
timber
DECK*
21 mm
girder
girder
DECK*
21 mm
girder
girder
DECK*
21 mm
girder
girder
DECK*
21 mm
girder
girder
0
2.50 2.50 2.50 2.50 1.60 2.50 2.50 2.50 0.90 1.50 2.50 2.50 0.60 0.90 1.60 2.50
0.20
0.90 1.45 2.50 2.50 0.70 1.10 1.80 2.50 0.50 0.80 1.40 1.90 0.40 0.65 1.10 1.50
0.25
0.80 1.25 2.10 2.50 0.60 0.90 1.60 2.10 0.45 0.70 1.20 1.70
–
0.58 1.00 1.35
0.30
0.70 1.10 1.80 2.50 0.50 0.80 1.40 1.90 0.40 0.65 1.10 1.50
–
0.50 0.90 1.20
0.35
0.60 0.95 1.65 2.20 0.45 0.70 1.25 1.70
–
0.58 1.00 1.30
–
0.45 0.80 1.10
0.40
0.55 0.85 1.50 2.00 0.40 0.65 1.10 1.50
–
0.50 0.90 1.20
–
0.40 0.70 1.00
Height of
side formwork h [m]
Substructure
Slab thickness d [m]
0.25
0
0.40
nailing on
0.50
clamping
nailing on
0.60
clamping
nailing on
clamping
SKY-
plywood.
timber
timber
SKY-
plywood.
timber
timber
SKY-
plywood.
timber
timber
DECK*
21 mm
girder
girder
DECK*
21 mm
girder
girder
DECK*
21 mm
girder
girder
–
–
0.50 1.60
–
–
–
1.10
0.40 0.60 1.05 2.50
0.20
–
0.50 0.90 1.25
–
–
0.65 0.90
–
–
0.50 0.67
0.25
–
0.45 0.80 1.10
–
–
0.60 0.80
–
–
0.45 0.60
0.30
–
0.40 0.70 1.00
–
–
0.53 0.70
–
–
0.40 0.55
0.35
–
–
0.65 0.90
–
–
0.50 0.65
–
–
–
0.50
0.40
–
–
0.60 0.80
–
–
0.45 0.60
–
–
–
0.48
– Nail with eight 3.1 mm dia nails
(6 at the front and 2 at the back)
1. Slab stopend
Separate structural
calculations must be
provided to show the
sub-structure is
adequate to carry the
loads arising. The
equivalent load (V/100)
acting horizontally and
the pressure arising on
one side (eg edge
beam) are to be taken
by a restraint provided
by the client.
* The AW safety handrail post must not
be used on SKYDECK panels.
2. Slab with edge beam
3. Slab with T-beam
d
h
h
h
31
Weight kg
* QD = Permiss. shear force on compression struts
**QZ = Permiss. shear force on tension struts
918
1510
1214
Nominal Lengths
0,60m RF
0,90m
1,20m
To simplify handling the most
1,50m
common GT 24 Girders are
1,80m
colour coded for length.
2,10m
2,40m
brown
2,70m
grey
3,00m
blue
3,30m
red
3,60m
green
3,90m
4,20m
4,50m
4,80m
5,10m
5,40m
5,70m
6,00m
GT 24 Special Lengths
6,00-17,80m
Girder Joint
075090
075100
075120
075150
075180
075210
075240
075270
075300
075330
075360
075390
075420
075450
075480
075510
075540
075570
075600
075000
2694
2398
3286
2990
4470
3878
3582
5062
4766
4174
163
296 = standard joint spacing
296
311
28
80
Girder joint
296
296
070700
0,06
070750
55
30
80
32
5654
5358
Girder end
1
End Protection Cap GT 24, galv.
For protecting timber chord of girder
against being sawn off accidentally.
4,45
5,30
7,10
8,90
10,60
12,40
14,20
15,90
17,70
19,50
21,20
23,00
24,80
26,60
28,30
30,10
31,90
33,60
35,40
5,90/m
2102
1806
60 120 60
= 14,0kN*
= 13,0kN**
= 7,0kNm
= 8000cm4
240
GT 24 Girder
German Approval
Certificate No. Z-9.1-157
Perm. Shear Force QD
Perm. Shear Force QZ
Perm. Bending Moment M
Moment of Inertia ly
Item no.
5950
Weight kg
Item no.
22
40
200
perm. Q = 11,0kN
perm. M = 5,0kNm
ly = 4290cm4
120
40
VT 20K Girder
With steel end caps.
German Approval
Certificate No. Z-9.1-216
27
140
140
50
80
Nominal lengths
1,45m
2,15m
2,45m
2,65m
2,90m
3,30m
3,60m
3,90m
4,50m
4,90m
5,90m
8,60
12,70
14,50
15,60
17,10
19,50
21,20
23,00
26,70
28,90
34,80
Cutting Cost VT Girder
074990
074905
074910
074890
074920
074930
074940
074950
074960
074970
074980
074900
1450
2150
2450
2650
2900
3300
3600
3900
4500
4900
5900
= 8,5kN
= 3,5kNm
= 2420cm4
40
160
Perm. Shear Force Q
Perm. Bending Moment M
Moment of Inertia ly
80
40
VT 16K Girder*
German Approval
Certificate No. Z-9.1-216
* is no longer produced
27
80
Nominal Lengths
2,45m
2,90m
3,30m
3,60m
3,90m
4,90m
5,90m
11,30
13,30
15,20
16,60
17,90
22,50
27,10
074610
074620
074630
074640
074650
074660
074670
2450
3300
2900
Cutting Cost VT Girder
3900
3600
5900
4900
074900
33
MULTIFLEX and Accessories
Weight kg
Crosshead 20/24 S, galv.
With self-locking coupling.
Providing stable support for single
or twin GT 24 or VT 20K Girders.
Girder overlap at both ends of at least 163mm
in the case of the GT 24, 15cm with VT 20K.
3,24
Item no.
028680
Required diameter of hole in the
endplate of the prop ø 40mm.
359
201
ø6
Crosshead 20/24, galv
Without self-locking coupling.
3,12
027890
240
155
125
85
210
170
Accessories:
Pin ø 14x107, galv.
Cotter Pin FS 4/1, galv.
Clawhead 24 S, galv.
With self-locking coupling.
For supporting the GT 24 Girder
at any location without nailing.
0,15
0,03
027990
018060
1,67
028890
Required diameter of hole in the
endplate of the prop ø 40mm.
80
280
64
ø 10
1,55
028880
161
Clawhead 24 L, galv.
Without self-locking coupling.
Accessories:
Pin ø 14x107, galv.
Cotter Pin 4/1, galv.
34
With clawhead 24 S or 24 L, girders
GT 24 can even be supported outside the
node points with max. reaction at supports
of 28kN being taken by the girder.
0,15
0,03
027990
018060
Weight kg
Crosshead 16 S, galv.*
With self-locking coupling.
Providing stable support for single
or twin VT 16K Girders. Cantilever of
Girders at each end min. 150mm.
3,00
Item no.
028690
Required diameter of hole in the
endplate of the prop ø 40mm.
* is no longer produced
319
161
ø6
Crosshead 16, galv.*
Without self-locking coupling.
2,88
028700
* is no longer produced
240
210
Accessories:
Pin ø 14x107, galv.
Cotter Pin 4/1, galv.
Clawhead 16/20 S, galv.
With self-locking coupling.
For supporting the VT 20K or VT 16K Girder
at any location without nailing.
0,15
0,03
027990
018060
1,06
028660
85
125
155
170
Required diameter of hole in the
endplate of the prop ø 40mm.
80
028670
0,15
0,03
027990
018060
44
0,94
161
Clawhead 16/20, galv.
Without self-locking coupling.
140
Accessories:
Pin ø 14x107, galv.
Cotter Pin 4/1, galv.
35
Weight kg
Lowering Head 20/24, galv.
Providing stable support for single
or twin GT 24 or VT 20K Girders.
Girder overlap at both ends of at least 163mm
in the case of the GT 24, 15cm with VT 20K.
Lowers 40mm.
5,10
Item no.
028870
85
170
Lowering 40
385
195
ø7
155
027990
018060
1,42
106989
252
1 VT 20
180
Crosshead PEP 10 / VT 20, galv.
With self-locking mechanism.
Providing stable support for single
or twin VT 20K girders.
0,15
0,03
Erection Bar GT/VT, galv.
For easy erection of MULTIFLEX
with GT 24 or VT girders.
240
153
Accessories:
Pin ø 14x107, galv.
Cotter Pin 4/1, galv.
2,97
2 VT 20
070740
1711
85
150
190
ø 34
3,09
027930
20
Assembly Bar 24, galv.
For easy erection of MULTIFLEX
with GT 24 girders.
95
ø 34
50
1550
36
Weight kg
0,57
028590
110
270
Tension Strap 16-25, galv.
For clamping 2 Girders GT 24,
VT 20K or VT 16K onto Crosshead
20/24 (S) or Crosshead 16 (S).
Item no.
12
210
Pin ø 14x107, galv.
For fixing Crossheads as well as
Clawheads etc.
0,15
027990
129
110
ø 14
ø 26
4
ø5
0,03
018060
Handrail Holder
For easy and quick clamping to concrete
slabs for supporting handrails.
Adjustable from 20 up to 420mm.
9,79
035700
ø4
Cotter Pin 4/1, galv.
For Pins to ø 25mm.
190
65
70
min 20
max 420
995
460
120
30
185
37
Weight kg
Universal Tripod, galv.
For props ø 48 to ø 120mm.
Can also be used in combination
with MULTIPROP Base MP 50.
9,26
Item no.
028000
555
800
853
357
ø 48 – 120
Only to be used as an erection device!
8,98
027860
615
780
Tripod, galv.*
For props ø 57 to ø 89mm.
*for hire only
Only to be used as an erection device!
5,40
107152
1,85
027940
585
640
Tripod PEP 10, galv.
For PEP 10 props ø 44 to ø 64mm.
840
Only to be used as an erection device!
min ø 48
max ø 76
Board max 30
186
Brace Clamp, galv.
Diameter of prop ø 48 up to 76mm.
210
40
400
Size of bracing board 30x150mm.
027790
min ø 76
120
100
max
450
Size of bracing board 30x150mm.
38
Board max 30
210
40
120
2,48
239
Brace Clamp HL, galv.
Diameter of prop ø 76 up to 89mm
as well as
100 up to
120mm.
Packed in:
Ring pallet USP 104, galvanized
Complete with:
Lashing strap 25x5750mm (1x)
Scaffold Tube steel ø 48,3x3,2, L = 1,0m
as Ring extensions (6x)
Max. platform height = 4,65m
Max. working height = 6,65m
Platform height alterations
6 = 300mm
Item no.
363,00
102031
32,60
102033
18,60
4,40
4,90
14,80
8,00
5,30
2,40
2,30
0,06
10,00
102025
102035
102034
102026
102030
102027
102028
102029
102037
102807
65,60
100678
0,50
3,55
100707
026411
1150
Stripping Cart ASW 465
Complete with:
1 Steel traverse 140/220 ASW (1x)
consisting of 3 parts
2 Folding base unit 160/190 ASW (1x)
3 Vertical frames 70/90 ASW (6x)
4 Vertical frames 70/120 ASW (6x)
5 Entry platforms 190 ASW (2x)
6 Toe-board set 70/190 ASW (1x)
7 Double handrails 190 ASW (4x)
8 Diagonal braces 210 ASW (3x)
9 Horizontal braces 190 ASW (2x)
10 Wind security clip 60 ASW (8x)
11 Ballast 10kg ASW (12x)
Weight kg
1100
2360
1
2
4
3
7
5
8
6
9
Ring pallet USP 104, galv.
Observe operating instructions!
10
11
Lifting device to BGR 500
Permissible load: 1200kg
035500
250
platform height 2000
3035
77,00
handrail height 980
Stripping Cart, Alu
Platform height: up to 2,00m
Permissible load: 100kg/m2
ø 48
1800
750
39
AW Slab Stopend Angle, UZ Beam Formwork
Weight kg
1,68
065070
240
AW Slab Stopend Angle
Powder-coated.
For forming stopends of slabs up to 400mm.
Fixed to the plywood by nails.
Item no.
400
ø 3.5 nail hole
86
50
ø 6.5 screw hole
68
1,77
065075
122
065072
132
3,37
140
275
90
40–220
AW Clamp 8-10
With captive Triple Wingnut.
For clamping the AW Slab Stopend Angle
onto timbers or Girders 80-100mm wide.
240
min 40
max 220
67
AW Bracket
Slides into the AW Slab Stopend Angle.
For height adjustment of side beam.
266
065071
nail holes
1439
7,41
500
AW Handrail Post
Slides into the AW Slab Stopend
Angle from top. With captive locking
device secured and fixed with
additional nails to the plywood.
67
762
40
Item no.
12,10
065056
ø 17
ø7
440
UZ Beam Bracket 40
Complete with:
Captive Hook Tie and Wingnut
Counterplate DW15.
Weight kg
0
50
69
84
35
155
26
ø7
500
For allowable spacing see PERI tables.
UZ Beam Width Adjustment Bar 80
Beam width max. 400mm.
Beam width more than 400mm 2 or more of
the Adjustment Bars 80 to be connected.
7,44
065057
963
700
81,5 70
42
81
50
165
ø 14
UZ Beam Width Adjustment Bar 129
Beam width max. 900mm.
Beam width more than 900mm.
2 or more of the Adjustment Bars 129
to be connected.
10,30
420
165
210
50
ø7
065065
1453
17x70=1190
81,5 70
42
81
50
310
ø 14
UZ Beam Yoke Waler 100
For bearing one or two Girders GT 24
at each side.
9,02
310
ø7
310
310
210
50
065058
60
1000
120
180
40
80
ø 14
For additional girder support.
Can be mounted either on standard
props or shoring systems.
41
MULTIPROP and Accessories
Weight kg
Item no.
10,40
027288
15,00
027289
18,80
027290
23,80
027291
33,60
027305
75
ø 17
80
64
End Plate
150
120
MULTIPROP MP 120
(0,80-1,20m)
MULTIPROP MP 250
(1,45-2,50m)
MULTIPROP MP 350
(1,95-3,50m)
MULTIPROP MP 480
(2,60-4,80m)
MULTIPROP MP 625
(4,30–6,25m)
10
MULTIPROP MP, Alu
Can be used individually, as well as in
combination with MULTIPROP MRK Frames
tableforms or shoring towers.
ø 40
B
ø 14
64
80
120
150
A
87
10
0
64
L min – L max
Section
L min.
L max.
A
B
MP 120
800
1200
715
421
MP 250
1450
2500
1365
1071
MP 350
1950
3500
1865
1571
MP 480
2600
4800
2515
2221
MP 625
4300
6250
4211
1975
Base MP 50
With quick action clamp coupling.
8,81
75
10
ø 17
027310
ø42
For mounting props
with 6 to 10mm thick
end plates.
42
ø 89
200
ø12,5
80
500
150
PEP 20, PEP 30 Props
Weight kg
Item no.
15,70
19,20
22,70
30,50
103058
103059
103060
103061
End Plate
ø 14
100
ø9
40
L = 1,71-3,00m
L = 1,96-3,50m
L = 2,21-4,00m
L = 2,71-5,00m
B
PEP 20-300
PEP 20-350
PEP 20-400
PEP 20-500
84
6
Props PEP 20, galv.
80
D2
100
A
L
120
D1
For load capacity refer to
PERI Formwork Design Tables.
20-300
20-350
20-400
20-500
A
1602
1852
2102
2602
B
143
93
143
143
D1
ø 66.0
ø 71.5
ø 75.5
ø 84.0
D2
ø 54.0
ø 59.5
ø 63.5
ø 72.0
8
Props PEP 30, galv.
End Plate
82
103066
103067
103062
103063
103065
ø 14
ø9
40
10,40
15,00
18,70
22,70
27,20
100
L = 0,96-1,50m
L = 1,46-2,50m
L = 1,71-3,00m
L = 1,96-3,50m
L = 2,21-4,00m
B
PEP 30-150
PEP 30-250
PEP 30-300
PEP 30-350
PEP 30-400
80
D2
100
L
120
A
D1
For load capacity refer to
PERI Formwork Design Tables.
30-150
30-250
30-300
30-350
30-400
A
852
1352
1602
1852
2102
B
93
93
143
93
143
D1
ø 66.0
ø 66.0
ø 71.5
ø 75.5
ø 84.0
D2
ø 54.0
ø 54.0
ø 59.5
ø 63.5
ø 72.0
43
44
45
PERI International
42
19
20
22
32
34
18
38
11
52
6
01 PERI GmbH
Rudolf-Diesel-Strasse
89264 Weissenhorn
info @ peri.de
www.peri.de
21
1
5
17
2
46
30
3
16
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29
28
9
53
24
48
4
41
33
02 France
PERI S.A.S.
Zone Industrielle Nord
34-36 rue des Frères Lumière
77109 Meaux Cedex
[email protected]
www.peri.fr
03 Switzerland
PERI AG
Aspstraße 17
8472 Ohringen
[email protected]
www.peri.ch
04 Spain
PERI S.A. Sociedad
Unipersonal
Ctra. Paracuellos Fuente el Saz km. 18,9
Camino de Malatones, km. 0,5
28110 Algete/Madrid
[email protected]
www.peri.es
05 Belgium/Luxembourg
N.V. PERI S.A.
Industriepark
Nijverheidsstraat 6 PB 54
1840 Londerzeel
[email protected]
www.peri.be
06 Netherlands
PERI B.V.
v. Leeuwenhoekweg 23
Postbus 304
5480 AH-Schijndel
[email protected]
www.peri.nl
07 USA
PERI Formwork Systems, Inc.
7135 Dorsey Run Road
Elkridge, MD 21075
[email protected]
www.peri-usa.com
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PT Beton Perkasa Wijaksana
P.O. Box 3737
Jakarta 10210
[email protected]
www.peri.de
09 Italy
PERI S.p.A.
Via G. Pascoli, 4
20060 Basiano (MI)
[email protected]
www.peri.it
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PERI Japan K.K.
7F Hakozaki 314 Building,
31-4 Hakozaki-cho,
Nihonbashi Chuo-ku
Tokyo 103-0015
[email protected]
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PERI Ltd.
Market Harborough Road
Clifton upon Dunsmore
Rugby, CV23 0AN
[email protected]
www.peri.ltd.uk
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San. ve Tic. Ltd. Sti.
Çakmaklı Mahallesi
Akçaburgaz Cad.
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Kıraç - Büyükçekmece/
Istanbul 34500
[email protected]
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PERI Kft.
Zádor u. 4.
1181 Budapest
[email protected]
www.peri.hu
14 Malaysia
PERI Formwork Malaysia
Sdn. Bhd.
Unit 19-07-4, Level 7
PNB Damansara
19 Lorong Dungun
Damansara Heights
50490 Kuala Lumpur
[email protected]
www.perimalaysia.com
15 Singapore
PERI ASIA Pte. Ltd
Formwork Pte. Ltd.
No. 1 Sims Lane # 06-10
Singapore 387355
[email protected]
www.periasia.com
16 Austria
PERI Ges.mbH
Traisenstraße 3
3134 Nußdorf ob der Traisen
offi[email protected]
www.peri.at
17 Czech Republic
PERI spol. s r.o.
Průmyslová 392
252 42 Jesenice
[email protected]
www.peri.cz
18 Denmark
PERI Danmark A/S
forskalling og stillads
Greve Main 26
2670 Greve
[email protected]
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19 Finland
PERI Suomi Ltd. Oy
Hakakalliontie 5
05460 Hyvinkää
info@perisuomi.fi
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PERI NORGE AS
Kobbervikdalen 156
3036 Drammen
[email protected]
www.peri.no
46
21 Poland
PERI Polska Sp. z o.o.
ul. Stołeczna 62
05-860 Płochocin
[email protected]
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PERIform SVERIGE AB
Montörgatan 4-6
Box 9073
30013 Halmstad
[email protected]
www.periform.se
23 Korea
PERI (Korea) Ltd.
8-9th Fl., Yuseong Bldg.
830-67, Yeoksam-dong,
Kangnam-ku,
Seoul 135-080
[email protected]
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24 Portugal
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Rua Cesário Verde,
nº 5 - 3º Esq.
Linda-a-Pastora
2790-326 Queijas
[email protected]
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25 Argentina
PERI S.A.
Ruta Nacional N°. 9, km 47,5
(Panamericana Ramal Escobar)
(1625) Escobar/Prov. Bs. As.
[email protected]
www.peri.com.ar
26 Brazil
PERI Formas e
Escoramentos Ltda.
Rodovia Raposo Tavares,
km 41
Colinas Bandeirante
CEP 06730-000
Vargem Grande Paulista
São Paulo
[email protected]
www.peribrasil.com.br
27 Chile
PERI Chile Ltda.
C/José de San Martin N° 104
Parque Industrial Los
Libertadores
Colina, Santiago de Chile
[email protected]
www.peri.cl
28 Romania
PERI România SRL
Calea Bucureşti nr. 2B
077015 Baloteşti - ILFOV
[email protected]
www.peri.ro
29 Slovania
PERI SLOWENIEN
Goran Opalic
Obrežna 137
2000 Maribor
[email protected]
www.peri.de
30 Slovakia
PERI spol. s r.o.
Šamorínska 18
903 01 Senec
[email protected]
www.peri.sk
31 Australia
PERI Australia Pty. Ltd.
116 Glendenning Road
Glendenning NSW 2761
[email protected]
www.periaus.com.au
32 Estonia
PERI AS
Valdmäe 8
Tänassilma Tehnopark
76401 Saku vald
Harjumaa
[email protected]
www.peri.ee
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40 57
56
54
58
59
35
10
55
14
15
8
26
27
31
45
25
33 Greece
PERI Hellas Ltd.
Sokratous Str.
5th kil. Koropi-Varis Ave.
P. O. Box 407
194 00 Koropi
[email protected]
www.perihellas.gr
34 Latvia
PERI SIA
Granita 26
1057 Riga
[email protected]
www.peri-latvija.lv
35 United Arab Emirates
PERI (L.L.C.)
Brashy Building,
Office No. 212
Shk. Zayed Road
P.O. Box 27933
Dubai
[email protected]
www.perime.com
36 Canada
PERI Formwork Systems, Inc.
45 Nixon Road
Bolton, Ontario
L7E 1K1
[email protected]
www.peri.ca
37 Libanon
PERI GmbH
Lebanon Representative
Office
AYA Commercial Center,
7th floor,
Dora Highway,
Beirut
P.O. Box 90 416 Jdeidet
[email protected]
www.peri.de
38 Lithuania
PERI UAB
Titnago st. 19
02300 Vilnius
[email protected]
www.peri.lt
39 Marocco
PERI S.A.
Route de Rabat, km. 5
Piste de Beni Touzine
Tanger
[email protected]
www.peri.de
40 Israel
PERI Formwork
Engineering Ltd
16 Moshe Dayan st.,
P.O. Box 10202
Petach Tikva,
49002 Israel
[email protected]
www.peri.co.il
41 Bulgaria
PERI BULGARIA EOOD
Kv. Vragdebna
m. Nova Machala Nr. 46
1839 – Sofia
[email protected]
www.peri.bg
42 Iceland
MEST ltd.,
Fornubudum 5
220 Hafnarfjordur
[email protected]
www.mest.is
43 Kazakhstan
TOO PERI Kazakhstan
Rubenstein Street 10
(Corner Dostyk Str. 7)
050010 Almaty
[email protected]
www.peri.kz
44 Russian Federation
OOO PERI
8 Etage, OOO PERI Buro
Krasnaya Presnya Str. 24
123022 Moskau
[email protected]
www.peri.ru
45 South Africa
PERI Wiehahn (Pty.) Ltd.
P.O. Box 2668
Bellville 7535
[email protected]
www.periwiehahn.co.za
46 Ukraine
TOW PERI Ukraina
23, M. Raskowa Str., B. 822
02002 Kiew
[email protected]
www.peri.ua
47 Egypt
PERI GmbH
Egypt Branch Office
24 A, Obour Gardens,
4th Floor, apt. # 1
Salah Salem Street
11361 Heliopolis
Cairo
[email protected]
www.peri.com.eg
48 Serbia
PERI Oplate d.o.o.
Jurija Gagarina 81
11070 Novi Beograd
offi[email protected]
www.peri.co.yu
49 Mexico
PERI Cimbras y Andamios,
S.A. de C.V.
Parque de las Américas
KM 3.5 de la Carretera
Jorobas - Tula
Huehuetoca
Estado de México,
C.P. 54680
[email protected]
www.peri.com.mx
50 Azerbaijan
PERI Kalıp ve İskeleleri
Baku Branch Office
28 May Küç. Ev 72 Menzil 27
Baku
[email protected]
www.peri.com.tr
51 Turkmenistan
PERI Kalıp ve İskeleleri
Aşgabat Branch Office
Göroglu Sokak No. 130, Kat 2
744035 Aşgabat
[email protected]
www.peri.com.tr
52 Belorussia
PERI Belarus
Pr. Nesawisimosti 11
Kopus-2 Zimmer: 526,528
220030 Minsk
[email protected]
www.peri.com.tr
53 Croatia
PERI oplate i skele d.o.o.
Dolenica 20
10 250 Donji Stupnik/
Zagreb
[email protected]
www.peri.com.hr
54 Iran
PERI GmbH
Iran Branch Office
Flat 27, Blvd. KAVE,
Building No. 246
P.O. Box 9 3979 3669
Tehran
[email protected]
www.peri.ir
55 India
PERI (India) Pvt Ltd
717 Palm Springs
Palm Court
Malad Link Road
Malad (West)
Mumbai – 400064
[email protected]
www.peri.in
56 Jordan
PERI Jordan
Saad 5 Center, 4th Floor
Office No. 404
Al Madineh
Al Munawara Street
P.O. Box 367
11947 Amman
[email protected]
www.peri.de
57 Kuwait
PERI Kuwait
Arraya Center, 29th Floor
Al-Shuhada Street, Sharq
P.O. Box 1060 Safat
13011 Kuwait
[email protected]
www.peri.de
58 Saudi Arabia
PERI Saudi Arabia
33 AL-Batraa Street
AL -Shurbatiy Building
AL - Bughdadiah AL Gharbiah Distrect
6th Floor, Flat # 61
P.O. Box 11641
Jeddah
[email protected]
www.peri.de
59 Qatar
PERI Qatar LLC
P.O. Box 24133
Doha
[email protected]
www.peri.de
60 Algeria
Société PERI S.A.S.
Bureau de liaison d‘Alger
50 bis, Route de Gué
de Constantine
Hai El Badr (ex Apreval)
Immeuble FADLI
Kouba - Alger
[email protected]
www.peri.fr
47
Wall Formwork
Panel Formwork
Girder Formwork
Circular Formwork
Facade Formwork
Brace Frame
Climbing Systems
Climbing Scaffold
Self-Climbing System
Climbing Protection Panel
Platform Systems
Column Formwork
Square
Rectangular
Circular
Scaffold, Stairways,
Working Platforms
Facade Scaffold
Working Platform
Weather Protection Roof
Stairway Access
Slab Formwork
Panel Formwork
Beam Grid Formwork
Girder Formwork
Slab Table
Beam Formwork
Bridge and Tunnel
Formwork
Cantilevered Parapet Carriage
Cantilevered Parapet Platform
Engineer´s Construction Kit
Shoring Systems
Steel Slab Props
Aluminium Slab Props
Tower Systems
Heavy-Duty Props
Services
Formwork Assembly
Cleaning / Repairs
Formwork Planning
Software
Statics
Special Constructions
Additional Systems
Plywood
Formwork Girders
Stopend Systems
Pallets
Transportation Containers
PERI GmbH
Formwork Scaffolding Engineering
P.O. Box 1264
89259 Weissenhorn
Germany
Tel +49 (0)73 09.9 50- 0
Fax +49 (0)73 09.9 51- 0
[email protected]
www.peri.de
D e 11/2007 3ma Art. Nr.: 791932 © Copyright by PERI GmbH
PERI Product Range