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Doc-Tech - Slimshor - en

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341 views64 pages

Doc-Tech - Slimshor - en

Uploaded by

Soham Bandyopadhyay

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SUPERSLIM SOLDIER

MODULAR STRUCTURAL SYSTEM

Technical
Data Sheets
Metric Specification
SLIMSHOR
MODULAR STRUCTURAL SYSTEM

European Data Date: 17/03/2020 Issue : SS02 Sheet 1

Contents (with hyperlinks)

Ref Description Hyperlink Page

1.0 Contents & Item Codes 3-4

2.0 Introduction 5

3.0 Superslim Soldiers 6-21

5.0 Push Pull Props 22-31

9.0 Slimshor 32-48

10.0 Lifting Accessories 49-54

11.0 Clips, Clamps and 55-58

12.0 Fasteners Appendix 59-64

European Data CONTENTS Date: 17/03/2020 Issue : SS02 Sheet 2

Item Code Rapid Reference

Ref RMD DescriptionRMD Ref ACE Description ACE Weight Page

AFX20003 Alform Clamp Plate - Plaque de fixation 0.09 kg 34

ALX10001 Universal Clamp 123-1055 Slim fixation / bride H20 bois 0.75 kg 57
ALX10002 Flange to flange wedge clamp M12 - Brise poutre à clavette 57
0.51 kg
BNU10050 Prop Brace Pin M24/M20 - Goupille étai TP M24/M20 0.43 kg 26
BNU12001 M12 Hexagon Nut gr8 BZP - Ecrou hex M12 0.01 kg 58
M12 Round Washer - Rondelle M12 0.01 kg
BNU12002 58
BNU16001 M16 Hexagon Nut gr8 BZP 125-9020 Ecrou hex M16 0.03 kg 18, 58
BNU16002 M16 Round Washer BZP - Rondelle M16 0.01 kg 58
BNU16007 M16 x 40 Set Pin gr 8.8 ZP - Vis hex M16 8.8 L40 0.09 kg 18,22, 24, 58
BNU16008 M16 x 40 C/Snk Set Pin gr 8.8 ZP M16 - Vis tête fraisée M16 8.8 L40 0.05 kg 9, 31, 58
- Vis hex M16 8.8 L110
BNU16013 x 110 Bolt gr8.8 BZP 0.20 kg 18, 19, 58
BNU20001 M20 Hexagon Nut gr8.8 ZP 124-2102 Ecrou hex M20 0.06 kg 24, 58
BNU20003 M20 Round Washer BZP - Rondelle M20 0.03 kg 28, 58
BNU20015 M20 x 100 Bolt gr8.8 BZP 124-2101 Vis hex M20 8.8 L100 0.32 kg 58
BNU24001 M24 Hexagon Nut gr 8.8 ZP - Ecrou hex M24 0.06 kg 23, 24, 58
BNX10005 M10 x 20 Set Pin gr8.8 BZP M12x40 C/ - Vis hex M10 8.8 L20 0.03 kg 37
BNX12001 sk Plate gr8.8 - Vis tête fraisée M12 8.8 L40 0.05 kg 58
BNX12002 M12 x 30 Set Pin gr8.8 BZP - Vis hex M12 8.8 L30 0.04 kg 34, 58
- Vis hex M12 8.8 L25
BNX12009 M12 x 25 Set Pin gr8.8 BZP 0.04 kg 34, 58
-
BNX20030 M20 x 90 Bolt gr8.8 BZP Vis hex M20 8.8 L90 0.28 kg 58
BNX20100 Megashor Pin High Yield 124-2070 Axe forte charge M20 0.41 kg 58
BNX24002 M24 x 110 Bolt gr8.8 BZP 123-2412 Vis M24 x 120 0.48 kg 58
BTU10009 Rapid Bar Tie Turnbuckle - Ridoir de tige de coffrage 2.07 kg 23, 24, 39
BTX10017 Nut – Hexagon 50mm - Ecrou hexa L50 0.16 kg 19, 43
BTX10030 Rapid Tie Bar Forkend - Fourche d'extrémité de tige 1.31 kg 41
RPX10005 B Clamp – Tube to Panel 123-1000 Slim bride tume 0.66 kg 58
RSX10001 Rapidshor U-Plate 8thk x 220mm wide - Rapidshor plaque de tête U 220x100x8 5.72 kg 35
RSX10003 Rapidshor Brace U Head 182mm wide - Rapidshor tête de fourche 182 mm 8.47 kg 35
RSX10008 Rapidshor U-Plate 8thk x 182mm wide - Rapidshor plaque de tête U 182x100x8 5.26 kg 35
- Fixed coupler Ø49x49 152-0149 Collier D49x49 fixe (NF EN 74-1 CLAS A) 1.1 kg 41
- Fixed coupler Ø49x60 152-0160 Collier D49x60 fixe (NF EN 74-1 CLAS A) 1.57 kg 41
- Swivel coupler Ø49x49 152-0249 Collier D49x49 orien (NF EN 74-1 CLAS A) 1.34 kg 41
- Swivel coupler Ø49x60 152-0260 Collier D49x60 orie (NF EN 74-1 CLAS A) 1.56 kg 41
SSU10003 Superslim 90 Degree Corner 123-1125 Slim connecteur 90° 8.69 kg 18
SSU10004 Superslim Prop Pivot Tube 123-1135 Slim tube pivot 1.81 kg 26
SSU10007 Superslim Prop Jack (LH) 123-1015 Slim verin etai TP G 13.6 kg 23
SSU10008 Superslim Prop Jack (RH) 123-1020 Slim verin etai TP D 13.7 kg 23
SSU10010 Superslim Joint Stiffener 123-1040 Slim renfort de joint 1.44 kg 18
SSU10011 Superslim R Clip 5 x 100mm 123-2075 Slim goupille cavalier 0.03 kg 58
SSU10012 Superslim Prop Spade End Link 123-1030 Slim connecteur TP slim/slim 65kN 3.06 kg 27
SSU10013 Superslim Prop Tube End Link - Slim connecteur TP slim/megashor 68kN 2.81 kg 27
SSU10019 Superslim Corner Pivot 123-1115 Slim pivot de coin 7.32 kg 36
SSU10023 Superslim Rocking Head 36mm 123-1105 Slim tête oscillante 36mm 4.35 kg 36
SSU10024 Superslim Tube Clamp 123-1010 Slim raccord orientable 1.33 kg 41, 56
SSU10025 Superslim Adjustable Base 365-515 123-1082 Slim verin de base 365-515mm 19.0 kg 33

European Data CONTENTS Date: 17/03/2020 Issue : SS02 Sheet 3

Item Code Rapid Reference…...continued

Ref RMD Description RMD Ref ACE Description ACE Weight Page

SSU10026 Superslim Adjustable Head 440-590mm 123-1083 Slim verin de tête 440-590mm 24.6 kg 34
SSU10029 Rocking Head Washer M10 - Slim rondelle de tête oscillante 0.02 kg 36
SSU10032 Superslim Lifting Plate 15kN 123-1130 Slim plaque de levage poutre 3.19 kg 50
SSU10034 Superslim Tilt Plate 123-1025 Slim plaque à bascule 23
4.89 kg
SSU10036 Superslim Anchor Plate 15mm 123-0999 Slim plaque d'ancrage 15 mm 20
7.30 kg
SSU10038 Superslim Prop Connector 100KN - Slim connecteur TP slim/slim 100kN
6.82 kg 25
SSU10041 Superslim Prop Torque Handle - Slim rallonge serrage dynamométrique
6.19 kg 53
SSU10042 Superslim Prop Torque Socket - Slim douille serrage dynamométrique
2.17 kg 53
SSU20006 Multislim 6 Way Connector 123-1140 Slim connecteur simple 6D 24.9 kg 37
SSU20066 6 Way Double Connector 123-1145 Slim connecteur double 6D 42.0 kg 37
SSX10039 Porthole Bearing 20.8mm Dia Hole 123-1035 Slim portée trislim 1.22 kg 19
SSX10040 Superslim End Plate 10mm 123-0001 Slim plaque d'extrémité 10mm 2.90 kg 7
SSX10042 Superslim Form support plate 123-1065 Slim plaque profil bas 5.29 kg 9
SSX10046 Superslim 19mm Pin & R Clip - Axe Ø19 et goupille cavalier 0.29 kg 24
SSX10051 Superslim Short Prop Tube End Link - Slim connecteur TP slim/megashor 100kN
1.70 kg 28
SSX10052 Spreader Beam Adaptor Assembly - Slim plaque de levage palonnier
19.4 kg 52
- Slim plaque à bascule forgée 100 kN
SSX10062 Superslim Cast 100kN Tilt Plate 5.00 kg 24
- Slim plaque de levage assemblée
SSX10063 Superslim Lifting Plate Assembly 20kN 4.97 kg 50
SSX10090 Superslim Soldier 90mm 123-0009 Slim poutrelle 0.90 7.30 kg 7
SSX11800 Superslim Soldier 180mm 123-0018 Slim poutrelle 0.18 8.70 kg 7
SSX10360 Superslim Soldier 360mm 123-0036 Slim poutrelle 0.36 12.0 kg 7
SSX10540 Superslim Soldier 540mm 123-0054 Slim poutrelle 0.54 15.2 kg 7
SSX10720 Superslim Soldier 720mm 123-0072 Slim poutrelle 0.72 18.7 kg 7
SSX10900 Superslim Soldier 900mm 123-0090 Slim poutrelle 0.90 22.0 kg 7
SSX11800 Superslim Soldier 1800mm 123-0180 Slim poutrelle 1.80 38.8 kg 7
SSX12700 Superslim Soldier 2700mm 123-0270 Slim poutrelle 2.70 55.4 kg 7
SSX13600 Superslim Soldier 3600mm 123-0360 Slim poutrelle 3.60 72.2 kg 7
- Scaffold Tube Ø48.3x3.2 galva L050D 151-0050 Tube acier Ø48.3x3.2 galva LG 0.50D 1.78 kg
41
- Scaffold Tube Ø48.3x3.2 galva L100D 151-0100 Tube acier Ø48.3x3.2 galva LG 1.00D 3.56 kg 41
- Scaffold Tube Ø48.3x3.2 galva L150D 151-0150 Tube acier Ø48.3x3.2 galva LG 1.50D 5.34 kg 41
- Scaffold Tube Ø48 3x3.2 galva L200D 151-0200 Tube acier Ø48.3x3.2 galva LG 2.00D 7.12 kg
41
- Scaffold Tube Ø48 3x3.2 galva L300D 151-0300 Tube acier Ø48.3x3.2 galva LG 3.00D 10.68 kg
41
- Scaffold Tube Ø48 3x3.2 galva L350D 151-0350 Tube acier Ø48.3x3.2 galva LG 3.50D 12.46kg 41
- Scaffold Tube Ø48 3x3.2 galva L450D 151-0450 Tube acier Ø48.3x3.2 galva LG 4.50D 16.2 kg
41
- Scaffold Tube Ø48 3x3.2 galva L500D 151-0500 Tube acier Ø48.3x3.2 galva LG 5.00D 17.8 kg 41
- Scaffold Tube Ø48 3x3.2 galva L550D 151-0550 Tube acier Ø48.3x3.2 galva LG 5.50D 19.58 kg 41
- Scaffold Tube Ø48 3x3.2 galva L600D 151-0600 Tube acier Ø48.3x3.2 galva LG 6.00D 21.36 kg 41

European Data CONTENTS Date: 17/03/2020 Issue : SS02 Sheet 5

Introduction
The Superslim Soldier is the definitive modular structural support system. Robust, easily assembled and having an
unrivalled and growing range of accessories, the Superslim Soldier can be used in numerous temporary works
applications such as wall formwork, static or travelling gantries, vertical and raking shores, spanning beams and
trusses, façade retention, bridge cantilever edge & deck supports and safety screens for use in hi-rise construction.

Superslim and European Standards.

The majority of the Superslim components were designed before the conception of the EN design standards. Extensive
use was made of BS449 backed up by load testing carried out by Birmingham University and in RMD Kwikform labs.
Subsequent to the introduction of European Standards we have re-examined the main load-bearing components in the
Superslim range using EC3 including the recommendation of EN 12812 to use a partial material factor of 1.1. Where
appropriate technical data has been adjusted to suit the output of these calculations and in some instances further load
testing in accordance with applicable EN standards has been carried out at University premises to justify published
capacities.

To facilitate design using established permissible load methods in accordance with BS5975, load performance data in
this document is displayed as an ‘Allowable Working Load’. Should Limit State Design be required, the Design
Resistance may be obtained by multiplying the Allowable Working Load values by 1.5.

European Data INTRODUCTION Date: 17/03/2020 Issue : SS02 Sheet 5

SUPERSLIM SOLDIERS
European Data Date: 17/03/2020 Issue : SS02 Sheet 6
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Superslim Soldier Shafts

Code Description Weight
SSX13600 Superslim Soldier 3600mm 72.2 kg
SSX12700 Superslim Soldier 2700mm 55.4 kg
SSX11800 Superslim Soldier 1800mm 38.8 kg
SSM11260 Superslim Soldier 1260mm 27.2 kg
SSX10900 Superslim Soldier 900mm 22.0 kg
SSX10720 Superslim Soldier 720mm 18.7 kg
SSX10540 Superslim Soldier 540mm 15.2 kg
SSX10360 Superslim Soldier 360mm 12.0 kg
SSX10180 Superslim Soldier 180mm 8.7 kg
SSX10090 Superslim Soldier 90mm 7.3 kg
SSX10040 Superslim End Plate 10mm 2.9 kg

Hot dip galvanized Superslim Soldiers are also 10mm 90mm 180mm 360mm
available on request.

Note! The positions of stiffener plates and 21Ø holes

in hire fleet soldiers may vary. Soldiers shown are post
1994 version. If the position of the stiffeners and/or
21Ø holes is critical to the design then please specify
‘As New Pattern Soldiers’
540mm 720mm

900mm 1260mm 1800mm

2700mm

3600mm

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 7

Punchings and Geometry

60mm 90mm
100mm dia porthole max bearing in hole pair 65kN
120mm
180mm 21mm dia max bearing in hole pair when used with:-
180mm • M20 x 90 Bolt/Nut gr 8.8
180mm (BNX20030+BNU20001) = 45kN
180mm • M20 x 100 Bolt/Nut gr 8.8
(BNU20015+BNU20001) = 58.8kN
• Superslim 19mm Pin & R-clip
(SSX10046) = 46kN
137mm

*It is possible to increase the allowable bearing loads in the 21mm Superslim web holes up to 90kN by placing M20
bright washers concentric to the holes within the channel pressing and welding them to the webs of the section.

100 Dia
18 Dia. 180mm 24 Porthole Channels 3.2mm
or 3.5mm thick
65mm
106 176mm 70 45mm
27 Dia. 65mm
125
225mm 225mm
Detail on End Plate Typical Section
10mm thick - Post 1994 version

18 Dia.

106 176mm
27 Dia.

125
225mm
Detail on End Plate 8mm thick
Pre 1994 version
Note: The arrangement of holes in the end plates of hire fleet soldiers vary. If using soldiers bolted to Megashor
please specify ‘7 hole end plate soldiers’.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 8

Section Properties
Soldier Characteristics

Area: Gross 26.06 cm2

Area: Nett 19.64 cm2
I xx 1916 cm4
I yy 658 cm4
r xx 9.69 cm
r yy 5.70 cm
Z xx 161 cm3
Z yy 61 cm3
El xx 4020 kNm2
El yy 300 kNm2
GA xx 17350 kN
Vmax y (parallel to webs) 88kN min*
M max x 40 kNm
M max y 6.24 kNm
Mean Self weight for Analysis 0.235 kN/m run**

* limited by the value at the 100mm diameter porthole.

** Self weight varies depending on makeup / length - see sheet 9.

Bolted Joint Characteristics in X-X Axis - see sheet 19 for location of bolts
Number of Bolts Maximum Maximum Maximum
Moment Shear Tension
2 M16 gr 8.8 Bolts 9kNm 76kN 90kN
4 M16 gr8.8 Bolts 12kNm 88kN* 100kN
6 M16 gr 8.8 Bolts 18kNm 88kN* 140kN
6 M16 gr 8.8 Bolts & 24kNm 88kN* 150kN B
Joint Stiffeners
C Y
Effective area (Ae) for wind calculation purposes
Direction A 0.177 m2/m A
X X
Direction B 0.130 m2/m
Direction C 0.286 m2/m

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 9

Beams with Compression Flanges Restrained

The Superslim Soldier is a lightweight member and it is not generally appropriate to use established design codes for
beam analysis. Performance of the unit has been derived from a combination of calculation and extensive load
testing. Due to the presence of various web perforations, performance is affected by both shear stiffness and the
bending stiffness of the member. Analysis of beam deflection is complex, for deflection calculation by simplistic
analysis, reduced EI value of 3200kNm2 gives good correlation with the more rigorous analysis.

When used as a beam it is important that the soldier is restrained laterally at load points and supports. On a shutter
this lateral restraint is provided by the face contact material, backing members and specified connections between
the components acting as a stiff diaphragm to restrain the connected flange of the Superslim. Integral intermittent
welded web stiffeners in the Superslim transfer this lateral restraint to the unconnected flanges. When used as an
isolated beam it is normal to provide lateral restraint using scaffold tubes coupled to the flanges of the soldier. When
lateral restraint is not provided refer to sheet 14 for Allowable Working Loads.

When bending in the weak axis, the soldier should be treated as two individual channel members, each with a
moment of resistance of 3.12kNm. Individual loads act on the single channel and transfer the forces through the
welded stiffeners to the other channel.

Combined Loading
Performance under conditions of combined bending, bearing and shear loading can be
checked using the graph below and figure right for a range of connecting accessories and
conditions.

40
Direct Bearing with HD
Waler Plate.
Cast HD Waler Plate AWL=70kN
30
Alshor +
Bending Moment / kNm

U-Head

Cross Bearing
20 Rapidshor
Condition
U-Head
See Sheet 13

10
STD or Angle HD
Waler Plate Hi-Load
Waler
Waler
Plate
Plate
0
20 40 60 80 100 120 140 160
Bearing Load / kN

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 10

Cross Bearing Conditions

Cross bearing is the least favourable load case for Superslim Soldiers and exists under the following conditions:

Crossing Superslim Soldiers

This condition occurs in wall formwork applications where the primary beams run vertically
and a horizontal Superslim is added to the rear of the primary beams to pick up tie
positions that do not line up with the vertical soldiers.

Cantilevering Superslim Soldiers

When Superslim Soldiers are used as cantilevers beams to support a load beyond a slab edge, the reaction between
the Superslim and the slab edge is considered a cross bearing condition. For short cantilevers it may be possible to
incorporate a bolted Soldier joint at this bearing location in which case the Superslim end plates act as load bearing
stiffeners. In this case bearing need not be considered and the allowable working load is governed only by the
bending moment capacity of the bolted joint.

Applied Load

Cross bearing condition at slab

edge location

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 11

Beams with Compression Flanges Unrestrained

The failure mode for long spanning beams without compression flange restraint tends to be by buckling sideways of
the compression flanges, a phenomenon known as lateral torsional buckling. During the design of standard steel
sections the permissible bending stress is de-rated from the maximum for the material to ensure that failure of this
nature does not occur. Superslim Soldiers can also be susceptible to this kind of failure. The complex section is
made up of twin channels welded together in a manner that makes them act in a partially composite manner. A
mathematical study has been combined with load testing to produce the graph below.

40
Allowable Bending Moment kNm

35
30
25
20
15
10
5
0
0 1 2 3 4 5 6 7
Effective Length of Compression Flange in metres

Effective Length of Compression Flange

BS 5975 Annex K.3 may be used to determine the effective length of the compression flanges, e.g. an individual
Super Slim soldier cantilevers 0.9m past a Rapidshor U Head.
Determine the maximum point load that may be carried on the top flange at the unrestrained tip.
From BS 5975 table K.3 the soldier is continuous with lateral restraint only. The effective length of the compression
flange (in this case the lower flange) is 7.5 * 0.9m = 6.75m.
From the graph above the maximum allowable bending moment at 6.75m effective length = 8.0kNm.
Hence maximum point load at tip = 8.0kNm / 0.9m = 8.89kN.

For more detailed information on the behaviour of Superslim Soldiers and further examples refer to the Appendix.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 12

Vertical Struts – Buckling About the Y Axis

The Superslim Soldier has different loading characteristics about its two axes due to its asymmetric shape. The
arrangement of the strut when erected may also dictate the method of bracing to obtain the required capacity. The
lateral stability of the strut in each direction requires consideration, and graphs of safe load capacity against effective
strut length are given below. The effective length of a strut is defined in BS 5975 table K1.

When using the rocking head the load is axial in one plane, but dependant upon site accuracy for the degree of
eccentricity in the other plane. In the following graphs the permissible loads are given allowing for eccentricity due to
assembly tolerance and a load eccentricity of 10mm, 25mm and 38mm.

A load restriction of 100kN is placed on the soldier when the load is to be released through the Slimshor jack. Where
the load is not to be released through jacks, the maximum allowable load can be increased to 150kN.

150
150 Y
140 Includes an allowance for wind
Load / kNLoad / kN

140
loading at a speed of 50m/s
130
130 X X
120
120
Y
110
110
Working

100kN max limit for jack release e

100
100
90
90
Compressive Working

80
80
Compressive

70
70
60
60
50
50
40
40
Allowable
Allowable

30
30
20
20
10
10
00
00 11 22 33 44 55 66 77 88 99 10 11
10 11 12
12
Effective Length
Effective /m /m
Length
e

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 13

Vertical Struts – Buckling About the X Axis

150 Y
140
130 X X

120
Allowable Compressive Working Load / kN

Y
110
100kN max limit for jack release e
100
90
80
70
60
50
Includes an allowance for wind
40
loading at a speed of 50m/s
30
20
10
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

Effective Length / m
e

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 14

Horizontal Shores – Buckling About the Y Axis

The notes relating to vertical members in compression also apply to horizontal members in compression. An
additional allowance for the self weight of the horizontal shore has been included. Wind load has been excluded for
the orientation shown. When shores have intermediate vertical restraints, buckling about the x axis may be the
limiting factor.

150
150
140
140
Load / kN

130
130
120
120
Load / kN

110
110 100kN max for jack release
Working

100
100
Compressive Working

90
90
80
AllowableCompressive

80
70
70
60
60
50
50
40
Allowable

40
30
30
20
20
10
10
0
0
00 11 22 33 44 55 66 77 88 99 10 11
10 11 12
12
Effective Length
Effective Length/ m/ m
X

Y Y
e e
X
Note! The allowable working load for horizontal applications is shown as greater than for vertical applications due to
the inclusion of wind loads in the vertical application graph (the effects of which exceed the effect of self weight in the
horizontal orientation graph). If vertical plane wind loads are expected when designing struts with this orientation
refer to RMD Kwikform for revised data.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 15

Horizontal Shores – Buckling About the X Axis

This graph assumes that the strut is effectively restrained against buckling in the Y axis by adequate intermediate
lateral restraint.

150

140

130

120
Allowable Compressive Working Load / kN

100kN max limit

110
for jack release
100

20 Includes an allowance
for wind loading at a
10 speed of 50m/s
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14
Effective Length / m
Y

X X
e e
Y

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 16

Bolted Joints
Various arrangements and capacities of bolted joints are available:

2 No. M16 x 40 Set Pin gr8.8 with nut

(BNU16007 & BNU16001)

90kN 90kN

Allowable Bending Moment = 9kNm

4 No. M16 x 40 Set Pin gr8.8 with nut

(BNU16007 & BNU16001)

100kN 100kN

Allowable Bending Moment = 12kNm

6 No. M16 x 40 Set Pin gr8.8 with nut

(BNU16007 & BNU16001)

140kN 140kN

Allowable Bending Moment = 18kNm

Using Joint Stiffeners

2 No. M16 x 40 Set Pin gr8.8 with nut 4 No. S/Slim Joint Stiffeners Galv (SSU10010)
(BNU16007 & BNU16001) with 4 No. M16 x 110 Bolts gr8.8 and nuts
(BNU16013 & BNU16001)

150kN 150kN

Allowable Bending Moment = 24kNm

Combined Stresses - Tension & Bending must satisfy:-

Actual Tensile Load + Actual Bending Moment ≤1

Allowable Tensile Load Allowable Bending Moment

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 17

Superslim Joint Stiffeners

Used to Enhance the load bearing characteristics of a Soldier joint.
See sheet 19 for allowable working loads.

18 dia. hole
M16 x 110 Bolt gr8.8 BZP
125
195

Code Description Weight

32 32
SSU10010 Superslim Joint Stiffener 1.44 kg
BNU16013 M16x110 Bolt gr8.8 BZP 0.20 kg
BNU16001 M16 Nut gr8 BZP 0.03 kg

Superslim 90 Degree Corner (SSU10003) weight 8.69kg

Used to connect Soldiers at right angles and/or enable connection of a Push Pull Prop.

Maximum allowable load transmitted via a bolt

passing through the two 26 dia. holes = ± 100kN.
Maximum allowable bending moment transferred
through a soldier end plate about xx axis of the
soldier = 12kNm

8 53 8 80
6 No. 18 dia. holes
225

27 dia. hole
125

X X
80

106
176 26 dia. holes

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 18

Porthole Bearing 20.8mm Dia Hole (SSX10039) weight 1.22kg

Enables connection of a tie rod to a Porthole at any angle.
Allowable Working Load 65kN tension

Nut – Hexagonal
50mm (BTX10017)

Note: M20 Allthread

Rod but not 20 Ø Rapid
Bar Tie may also be Porthole Bearing
used 20.8mm Dia Hole
(SSX10039)

100 85
40
15mm Rapid
Bar Tie

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 20

Superslim Anchor Plate 15mm (SSU10036) weight 7.30kg

Used for anchoring the ends of Soldiers to concrete or masonry.

50
112

Overall plate size

2 3 280 x 280 x 15 thick

152
138

1
5 5
216 hole c/c
226 slot c/c

5 holes 18 dia. Countersunk to suit M16 x 4 holes 18 dia. for 3 slots 27 dia. x 65 long for RMD
40 Set Pin gr8.8 BZP Csk and M16 Nut gr8 M16 anchors (but not Kwikform Propbolt 24R-50
BZP (BNU16008 + BNU16001) for bolting M16 Screwbolt which (FAU10142).
to ends of Superslim Soldier requires a 19Ø hole).

Applications include:
• Connecting Megashor props to abutment walls.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 20

Anchor Plate Design Data

Allowable Working Loads with RMD Kwikform Propbolt 24-R50 (Code FAU10142)
Commonly Propbolt 24-50 is used singly or in pairs to secure the Superslim Anchor Plate to a concrete foundation.
The base of the Anchor Plate is 15mm thick and, when used in pairs the anchors are at 226mm centres which means
that there is an interaction zone between the anchors due to their proximity .
The anchor plate is bolted to the underside of an assembled form before being placed. To allow for assembly and slab
tolerances, a packed gap of 10mm is assumed between the plate and the foundation.
To aid quick checking of allowable loads in the anchor plate when using this configuration the graphs below may be
used.

Un-Cracked Concrete
50
Shear Load

40
Allowable Uplift Load / kN

0 Single Anchor in Front Slot

0 10 20 30 40 50 60 70
Allowable Shear Load / kN
Shear Load
80
70
Allowable Uplift Load / kN

60
50
40
30
20
10
0 Twin Anchors in Side Slots
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
Allowable Shear Load / kN

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 21

PUSH PULL PROPS

European Data Date: 17/03/2020 Issue : SS02 Sheet 22
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Superslim Prop Jacks

Used in pairs to provide length adjustment to Push Pull
Props. 225
Allowable Working Load ± 100kN
176
4 No. 18 dia. holes

8 50
310
405 min.
635 max. 25 dia
Fits 2” x 2” Swivel or
90 degree Couplers 30 90 Fits 2 3/8” x 2” Swivel
or Fixed Couplers
51 O/D
Code Description Weight
SSU10007 Superslim Prop Jack L.H. (green) 13.61 kg
SSU10008 Superslim Prop Jack R.H. (orange) 13.68 kg

Superslim Tilt Plate

Used to connect a Push Pull Prop to a plane surface at any angle. Connect to
foundation using either the large hole and slot with 2 No. M24 anchors or using the
4 No. smaller holes with M16 anchors.
Allowable Working load Tension = 65kN* at any angle
Allowable Working Load Compression = 90kN* at any angle

77
12
4 No. 18
87 dia holes 150
12 50 50 26 dia. hole

75 110
300

30
75 110
Code Description Weight
SSU10034 Superslim Tilt Plate 4.89 kg
BNU24001 M24 Hex Nut gr8 BZP 0.06 kg 26 dia. slot
62
BNX24002 M24x110 Bolt gr8.8 BZP 0.48 kg
* Unless specific anchor design information has been provided, it is necessary to check the capacity of the anchors/
bolts connecting the unit as a separate process.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 23

Superslim Cast 100kN Tilt Plate

A higher performance tilt plate used to connect a Push Pull Prop to a plane surface
at any angle.
Allowable Working Load when connected to a foundation using the larger
hole and slot with 2 M24 anchors, +/-100kN at any angle. When connected to
a foundation using the smaller holes and 4 M16 anchors, +/-100kN at any
angle*.
AWL with 2 bolts diagonally opposed in smaller holes 50kN.

300 Prop Angle Ranges

134 152°

19 dia

25.5°
176
118
53

Prop Jacks +2 degrees to –25.5 degrees

26 dia
150°
40 220 40 26x53mm
Plan slot

26 dia 28°
112.5 100

20 dia
28

Prop Jack & Turnbuckle –28 degrees

53
8

151°
Side View

Code Description Weight 29°

SSX10062 Superslim Cast 100kN Tilt Plate 5.00 kg
BNU24001 M24 Hex Nut gr8 BZP 0.06 kg
Turnbuckle +29 degrees to –0 degrees
BNX24002 M24x110 Bolt gr8.8 BZP 0.48 kg
SSX10046 Superslim 19mm Pin & R Clip 0.29 kg

* Unless specific anchor design information has been provided, it is necessary to check the capacity of the anchors/
bolts connecting the unit as a separate process.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 24

Superslim Prop Connector 100kN (SSU10038) Weight 6.82kg

Used to connect Push Pull Props to Soldiers where a load transfer of more than 65kN
is required.
Allowable Working Load ± 100kN Refer to connector loading graph & soldier capacity graphs.

Superslim 19mm 26 dia.

Pin & R Clip
(SSX10046)
30
Prop Connector 12
M24 x 110
bolt & nut 40
158
Push Pull Prop
44
100
2 No.
180 22 dia 43
240

Note This component enables

Push Pull Props to be installed
on opposite sides of a Soldier in
the same location.

AWL for 100kN Prop Connector

AWL for 100kN Prop Connector
100

95
(kN)

90
AWL (kN)
AWL

75
605 630 655 680 705 730 755 780 805 830
Extension of Superslim
Extension Prop Jack
of Superslim & 100kN
Prop JackProp Connector
& 100kN Prop (mm)
Connector (mm)

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 25

Prop Spade End Link & Prop Pivot Tube

Used to attach Push Pull Props to Soldiers. Connection to Soldier using
4 No. M16 x 40 Set Pin gr8.8 BZP & M16 Nut (BNU16007 & BNU16001).
Allowable Working Load ± 65kN

127 95
8
Prop Pivot Tube 97
95
127
Spade End Link Captive
M24 Bolt & Nut 3 No. 6 R Clip
358
469
dia. holes
S/Slim Adj.
Prop Jack
47

60
25 dia. Prop Pivot Tube
hole

Code Description Weight

SSU10012 Superslim Prop Spade End Link 3.06 kg
SSU10004 Superslim Prop Pivot Tube 1.81 kg

Prop Brace Pin – M24/M20 (BNU10050) Weight 0.43kg

Used to connect Push Pull Props and twin 60 x 8 flat braces through the same fastener.
Allowable Working Load in prop ± 100kN, in flat braces 80kN per pair tension only.
27 77 27

Load Twin 60 x 8
flat braces

M20 Nut

Twin 60 x 8
flat braces
M20 Nut

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 26

Superslim Prop Tube End Link (SSU10013) weight = 2.81kg

Used to connect Super Slim Push Pull Props to Megashor shafts or a pair of
steel beam web stiffeners.
For Max allowable working load see graph (below)
90 22 dia.

Megashor

Megashor M20 High Yield

pin & R clip (BNX20100 +
SSU10011)
358
60 dia. M24 x 110 gr8.8
tube Max 68kN bolt and nut
pin bearing (BNX24002 +
BNU24001)

Heavy Duty
26 dia.
Push Pull Prop
Note: A M20 washer can be welded to the
Megashor webs in the channel to enhance the
load bearing capacity to 100kN.

Superslim Short Prop Tube End Link (SSX10051) weight = 1.70kg

Used to connect Super Slim Push Pull Props to Megashor shafts when compression loads
greater than can be provided by the above item are required. Connection to Megashor leg
and s/slim jack as detailed above.
For Max allowable compressive load see graph (right)
Max allowable tension = 100kN 100
100
(KN)
Load (kN)

90 90
90 SSX10051
AllowableLoad

22 dia.
80
80
*68kN limit for M/S bearing
Allowable

70
70

60
60 SSX10013

158 50
50
60 dia. 600
600 700
700 800
800 900
900 1000
1000
tube OverallJack
Overall Jack Length
Length (mm)
(mm)

*Note: Capacity of prop tube end link limited by bearing on

26 dia. Megashor to 68kN

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 27

Push Pull Props – Load Control

By application of a controlled torque to the Superslim body of a Heavy Duty Push Pull Prop, the load applied by the
prop up to the full 100kN capacity can be applied or measured.
Alternatively the axial force in a loaded Push Pull Prop can be measured by determining the torque required to just
tighten the prop (Note, further turning will increase the load).

Prop Torque Socket

(SSU10042)

Heavy Duty
Push Pull Prop 1.3 metres

L
Prop Torque
Handle
(SSU10041)
Customers Torque Wrench
with 30mm A/F Socket
Rotate Prop

Load in Push Pull Prop = W (kN)

Torque measured on Torque Wrench = Tw (Nm)
Torque applied to Push Pull Prop = Tp (Nm)
Tp = 9W
For applying prop load: Tw = Tp ( L )
1.3 + L
For measuring prop load: Tp = Tw ( 1.3 + L )
L
e.g. To apply prop load of 60kN you need to apply a torque to the prop of 540Nm. This can be achieved by applying a
0.7m long torque wrench set to 189Nm to the M20 nut on the Prop Torque Handle.
Note: Prop threads must be fully greased before use to ensure reasonable accuracy.

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 28

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU SSU SSU SSU BNX BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10004 10012 10007 10008 10034 24002 16007 16001
Dimensions)
M24 X
Prop Spd Prop Jack M16 X M16
Sold Sold Sold Sold Sold Sold Tilt 110 Weight

Tilt Plate
Sold 90 Pivot End Jack Prop 40 Set Hex
540 720 900 1800 2700 3600 Plate Bolt & kg

European Data
Tube Link (LH) (RH) Pin Nut
Min. Max. Nut

1 1230 1690 - - - - - - - 1 1 1 1 1 2 4 4 40
2 1410 1870 2 - - - - - - 1 1 1 1 1 2 12 12 56
3 1770 2230 - 1 - - - - - 1 1 1 1 1 2 8 8 56
4 2130 2590 - - - 1 - - - 1 1 1 1 1 2 8 8 63
5 2490 2950 - 1 1 - - - - 1 1 1 1 1 2 12 12 75
6 2850 3310 - - 1 1 - - - 1 1 1 1 1 2 12 12 82

APPLICATIONS
7 3030 3490 - - - - 1 - - 1 1 1 1 1 2 8 8 80
MODULAR STRUCTURAL SYSTEM

8 3390 3850 - 1 1 1 - - - 1 1 1 1 1 2 16 16 98
9 3750 4210 - - 1 - 1 - - 1 1 1 1 1 2 12 12 99

RMD Kwikform reserves the right to change any specification without giving prior notice.
10 3930 4390 - - - - - 1 - 1 1 1 1 1 2 8 8 96
11 4290 4750 - 1 1 - 1 - - 1 1 1 1 1 2 16 16 114
SUPERSLIM SOLDIER

12 4650 5110 - - 1 - - 1 - 1 1 1 1 1 2 12 12 115

13 5010 5470 2 - - - - - 1 1 1 1 1 1 2 16 16 128

Date: 17/03/2020
14 5370 5830 - 1 - - - - 1 1 1 1 1 1 2 12 12 129
15 5730 6190 - - - 1 - - 1 1 1 1 1 1 2 12 12 135
16 6090 6550 - 1 1 - - - 1 1 1 1 1 1 2 16 16 148
17 6450 6910 - - 1 1 - - 1 1 1 1 1 1 2 16 16 155
18 6810 7270 - 1 2 - - - 1 1 1 1 1 1 2 20 20 167
19 7170 7630 - - 2 1 - - 1 1 1 1 1 1 2 20 20 174

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
20 7530 7990 - - - - - 1 1 1 1 1 1 1 2 12 12 169

Issue : SS02
21 7890 8350 - 1 1 - 1 - 1 1 1 1 1 1 2 20 20 187
22 8250 8710 - - 1 - - 1 1 1 1 1 1 1 2 16 16 188
23 8430 8890 - - - - - - 2 1 1 1 1 1 2 12 12 185
24 8790 9250 - 1 1 - - 1 1 1 1 1 1 1 2 20 20 204
Table P1 – Component make up for Push Pull Props with one Spade End and one

Sheet 29
25 9150 9610 - - 1 - - - 2 1 1 1 1 1 2 16 16 205
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU SSU SSU SSU BNX BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10004 10012 10007 10008 10034 24002 16007 16001
Dimensions)
M24 X
Prop Spd Prop Jack M16 X M16
Sold Sold Sold Sold Sold Sold Tilt 110 Weight
Sold 90 Pivot End Jack Prop 40 HT Hex
540 720 900 1800 2700 3600 Plate Bolt & kg

European Data
Tube Link (LH) (RH) Set Pin Nut
Min. Max. Nut

1 934 1394 - - - - - - - - - 1 1 2 2 4 4 40
2 1114 1574 2 - - - - - - - - 1 1 2 2 12 12 56
3 1474 1934 - 1 - - - - - - - 1 1 2 2 8 8 56
4 1834 2294 - - - 1 - - - - - 1 1 2 2 8 8 63
5 2194 2654 - 1 1 - - - - - - 1 1 2 2 12 12 75
6 2554 3014 - - 1 1 - - - - - 1 1 2 2 12 12 82

APPLICATIONS
7 2734 3194 - - - - 1 - - - - 1 1 2 2 8 8 79
MODULAR STRUCTURAL SYSTEM

8 3094 3554 - 1 1 1 - - - - - 1 1 2 2 16 16 97
9 3454 3914 - - 1 - 1 - - - - 1 1 2 2 12 12 99

RMD Kwikform reserves the right to change any specification without giving prior notice.
10 3634 4094 - - - - - 1 - - - 1 1 2 2 8 8 96
11 3994 4454 - 1 1 - 1 - - - - 1 1 2 2 16 16 114
SUPERSLIM SOLDIER

12 4354 4814 - - 1 - - 1 - - - 1 1 2 2 12 12 115

13 4714 5174 2 - - - - - 1 - - 1 1 2 2 16 16 128

Date: 17/03/2020
14 5074 5534 - 1 - - - - 1 - - 1 1 2 2 12 12 128
15 5434 5894 - - - 1 - - 1 - - 1 1 2 2 12 12 135
16 5794 6254 - 1 1 - - - 1 - - 1 1 2 2 16 16 148
17 6154 6614 - - 1 1 - - 1 - - 1 1 2 2 16 16 154
18 6514 6974 - 1 2 - - - 1 - - 1 1 2 2 20 20 167
19 6874 7334 - - 2 1 - - 1 - - 1 1 2 2 20 20 152

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
20 7234 7694 - - - - - 1 1 - - 1 1 2 2 12 12 169

Issue : SS02
21 7594 8054 - 1 1 - 1 - 1 - - 1 1 2 2 20 20 187
22 7954 8414 - - 1 - - 1 1 - - 1 1 2 2 16 16 188
23 8134 8594 - - - - - - 2 - - 1 1 2 2 12 12 185
Table P2 – Component make up for Push Pull Props with a Tilt Plate at both ends

24 8494 8954 - 1 1 - - 1 1 - - 1 1 2 2 20 20 204

Sheet 30
25 8854 9314 - - 1 - - - 2 - - 1 1 2 2 16 16 205
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU SSU SSU SSU BNX BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10004 10012 10007 10008 10034 24002 16007 16001
Dimensions)
Prop Spd Prop Jack M24 X M16 X
Sold Sold Sold Sold Sold Sold Tilt M16 Hex
Sold 90 Pivot End Jack Prop 110 Bolt 40 HT Weight kg
540 720 900 1800 2700 3600 Plate Nut

European Data
Tube Link (LH) (RH) & Nut Set Pin
Min. Max.
1 1526 1986 - - - - - - - 2 2 1 1 2 4 4 30
-
2 1706 2166 2 - - - - - - 2 2 1 1 2 12 12 56
-
3 2066 2526 - 1 - - - - - 2 2 1 1 2 8 8 56
-
4 2426 2886 - - - 1 - - - 2 2 1 1 2 8 8 63
-
5 2786 3246 - 1 1 - - - - 2 2 1 1 2 12 12 75
-
6 3146 3606 - - 1 1 - - - 2 2 1 1 2 12 12 82
-

APPLICATIONS
7 3326 3786 - - - - 1 - - 2 2 1 1 2 8 8 79
-
8 3686 4146 - 1 1 1 - - - 2 2 1 1 2 16 16 98
MODULAR STRUCTURAL SYSTEM

-
9 4046 4506 - - 1 - 1 - - 2 2 1 1 2 12 12 99
-
10 4226 4686 - - - - - 1 - 2 2 1 1 2 8 8 96
-

RMD Kwikform reserves the right to change any specification without giving prior notice.
11 4586 5046 - 1 1 - 1 - - 2 2 1 1 2 16 16 114
-
SUPERSLIM SOLDIER

12 4946 5406 - - 1 - - 1 - 2 2 1 1 2 12 12 115

-
13 5306 5766 2 - - - - - 1 2 2 1 1 2 16 16 128
-
14 5666 6126 - 1 - - - - 1 2 2 1 1 2 12 12 129

Date: 17/03/2020
-
15 6026 6486 - - - 1 - - 1 2 2 1 1 2 12 12 135
-
16 6386 6846 - 1 1 - - - 1 2 2 1 1 2 16 16 148
-
17 6746 7206 - - 1 1 - - 1 2 2 1 1 2 16 16 155
-
18 7106 7566 - 1 2 - - - 1 2 2 1 1 2 20 20 167
-
19 7466 7926 - - 2 1 - - 1 2 2 1 1 2 20 20 152
-
20 7826 8286 - - - - - 1 1 2 2 1 1 2 12 12 169

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
-

Issue : SS02
21 8186 8646 - 1 1 - 1 - 1 2 2 1 1 2 20 20 187
-
22 8546 9006 - - 1 - - 1 1 2 2 1 1 2 16 16 188
-
23 8726 9186 - - - - - - 2 2 2 1 1 2 12 12 186
-
24 9086 9546 - 1 1 - - 1 1 2 2 1 1 2 20 20 204
-
25 9446 9906 - - 1 - - - 2 2 2 1 1 2 16 16 205
Table P3 – Component make up for Push Pull Props with a Spade End at both ends

Sheet 31
-
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

SLIMSHOR
European Data Date: 17/03/2020 Issue : SS02 Sheet 32
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Superslim Adjustable Base 365-515 (SSU10025) weight 19.0kg

Used to provide base adjustment and spread load.
Allowable Working Load 150kN, 100kN if load is to be removed by rotation of the jack handle.
Not to be used in tension.
The maximum load that can be applied by rotating the jack handle is 40kN using a scaffold tube
extension when the threads have been well greased.

The cup
and cone Fits 2 3/8” x 2” Swivel
nature of the or Fixed Couplers
adjustable
base enables
a rotation of 7 Jack Handle 365 min.
degrees in
515 max.
any plane M24 Bolt Fits 2” x 2” Swivel or
& Nut 90 degree Couplers
170 Slimshor Foot

180
150

130
22 dia. holes
Base Plate Detail

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 33

Superslim Adjustable Head 440-590mm (SSU10026) weight 24.6kg

Allowable Working Load 150kN, 100kN if load is to be removed by rotation of the jack handle (subject to design
verification of steelwork).
Not to be used in tension.
The maximum load that can be applied by rotating the jack handle is 40kN using a scaffold tube extension when the
threads have been well greased. 60
Fits 2” x 2” Swivel or
90 degree Couplers
Slimshor Head Adaptor
Jack Handle
440 min.
M24 Bolt & Nut
590 max.

Connection to Soldier using

4 No. M16 x 40 Set Pin
gr8.8 BZP & M16 Nut
Fits 2 3/8” x 2” Swivel
(BNU16007 & BNU16001)
or Fixed Couplers

Clamp header beams in place using Clamp plates with M12 set pins. Use M12 x 25 set pins for flanges up to 12mm
thick. Use M12 x 30 set pins for flanges between 12 & 20mm thick.

Code Description Weight Holes

AFX20003 Clamp Plate 0.09 kg tapped M12
BNX12009 M12x25 Set Pin gr8.8 BZP 0.04 kg 114
BNX12002 M12x30 Set Pin gr8.8 BZP 0.04 kg
38
Clamp plates in 114mm c/c holes for flange widths up to 102mm.
Clamp plates in 195mm c/c holes for flange widths up to 171mm. 195
The head should be twisted to suit varying beam widths.
Note: When twisted the head is not suitable for sloping applications.

Max beam flange width = 171mm

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 34

Rapidshor U-Plate 8thk x 182mm wide (RSX10008) weight 5.26kg 182

Used with Slimshor Props to support a Soldier header beam.
For angles > 6 degrees use neoprene pad in U-Plate.
Allowable Prop Load 80kN – compression only Superslim Soldier

Adjustable Base 365-515

Rapidshor U Plate
Connect with 2 No. M12 x 40 (SSU10025)
8mm (RSX10008)
Bolt gr8.8 BZP Csk
(BNX12001), 2 No. M16 220
Round Washers
(BNU16002), 2 No. M12 Slimshor Prop
Round Washers (BNU12002)
& 2 No M12 Hex Nuts
(BNU12001)
Note: Use Rapidshor U-Plate 8 thk x 220mm wide (RSX10001) with 203 UC Beams.

Rapidshor Brace U Head 182mm wide (RSX10003) weight 8.47kg

Used with Push Pull Props to support a Soldier header beam.
Allowable Prop Load 80kN – compression only

Superslim Soldier

Prop Jack L/H or R/H Adjustable

Rapidshor U Head (SSU10007 & SSU10008)
(RSX10003)

Push Pull Prop

Note: The body of the Push Pull Prop requires to be rotated to raise or lower the prop, where bracing Is required to
reduce effective prop length use the Slimshor Prop with the 8mm U Plate.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 35

Superslim Rocking Head 36mm

Used to attach header beams onto soldier props. Only to be used in the orientation
shown below (i.e. parallel to Superslim X-X axis).
Allowable Working Load 150kN (subject to design verification of steelwork).
Not to be used in tension. For connection to header beams see sheet 77.
Code Description Weight
SSU10023 Superslim Rocking Head 36mm 4.35 kg
X BNX10005 M10x20 Set Pin gr8.8 BZP 0.03 kg
SSU10029 Rocking Head Washer M10 0.02 kg
X
220 Clamp plates in 114mm c/c
holes for flange widths up to
36 102mm.
Clamp plates in 195mm c/c
holes for flange widths up to
M12 Tapped 171mm.
270
The head should be twisted to
11
suit varying beam widths.
Max.
38 60
angle Note: When twisted the head
of tilt is not suitable for sloping
36 M10 12.5 114
40.5 40.5 applications.
28°
Set Pin 195

Superslim Corner Pivot (SSU10019) weight 7.32kg

Used to attach Soldiers at right angles and permits limited rotation. Connection to Soldier
using 4 No. M16 x 40 Set Pin gr8.8 BZP & M16 Nut (BNU16007 + BNU16001).
Allowable Working Load ± 65kN
225
50 125 50
Prop Pivot Tube & Clip
35 106 35

Assembly (SSU10004)
176

42
175 12
70 105
115 70

Horizontal Soldier can be tilted

228
185

up to 15° from the horizontal

160
12

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 36

Multislim 6-Way Connector (SSU20006) weight 24.9kg

Enables 6 Soldiers to be connected at a node.
For allowable working Load see sheet 85.

Each soldier bolted to connector using 4 No

M16x40 Set Pin gr8.8 & M16 Hex Nut
(BNU16007 + BNU16001)
250 200

4 No 18Ø holes to
212 accept plan bracing.
AWL for plan brace
20kN
270 360

225x176x10mm End Plates

Note: All Plates are drilled to accept either 6 No Superslims or 6 No Minislims at each node.

6-Way Double Connector (SSU20066) weight 42.0kg

Enables 8 Soldiers to be connected at a node. 212
For allowable working Load see sheet 85.

Each soldier bolted to connector using

4 No M16x40 Set Pin gr8.8 & M16 Hex
Nut (BNU16007 + BNU16001)

212

450
360

225x176x10mm End Plates

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 37

6-Way Connectors in use

The Six Way Connector allows Soldiers to be connected at node, and provides an effective component In making up
frame structures with Superslim Soldiers. For particular high concentrations of leg loads a twin 6 Way Connector is
also available.
The allowable bending moment at the connector is dependant upon the direction of the axes of the applied load.
Moment about x-x axis (strong way) on sides 7.6kNm
Moment about x-x axis on top or bottom 4.4kNm
Moment about y-y axis on top, bottom or sides 3.6kNm

Axial loads in direction of arrow ‘A’

SSU20006 150kN Compression Multislim Six Way
A
80kN Tension Connector
(SSU20006)
SSU20066 300kN Compression
160kN Tension

75 x 75 x 12mm
Plate Washer on
inside face of
the connector
Y

A
X X
A Six Way Double
Connector
(SSU20066)
Y

The allowable tensile load on the Superslim 6 Way Connector or

Multislim 6 Way Connector can be increased to 100kN by using
75 x 75 x 12mm Plate Washers on the inside of the members as
illustrated above.

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 38

Rapid Bar Tie Forkend (BTX10030) weight 1.31kg

Used in conjunction with the Rapid Bar Tie Turnbuckle (BTU10009) to brace
Slimshor Towers. The Rapid Bar Tie Forkend pins into the 21mm dia holes in
the Superslim Soldier using a 19mm Pin & R-Clip (SSX10046) and connects to
the captive Rapid Tie in the Turnbuckle via a captive Rapid Tie Hexagon Nut.
AWL +/-46kN when connected with 19mm Pin & R-Clip.
AWL +/-50kN when connected with M20x100 gr8.8 Bolt & M20 gr8 Hex Nut.

19mm Pin & R-Clip (SSX10046)

40
Rapid Bar Tie Forkend 300
(BTX10030)
50
Rapid Bar Tie
Turnbuckle
(BTU10009)
21Ø holes through Captive Nut

Rapid Bar Tie Turnbuckle (BTU10009) weight 2.07kg

Used in conjunction with the Rapid Bar Tie Forkend (BTX10030) to brace
Slimshor Towers. The Rapid Bar Tie Turnbuckle connects to the captive
Rapid Tie Hexagon Nut in the Rapid Bar Tie Forkend.
AWL +/-46kN when connected with 19mm Pin & R-Clip.
AWL +/-50kN when connected with M20x100 gr8.8 Bolt & M20 gr8 Hex Nut.

Captive 15mm Bar Tie 311

300

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 39

Superslim Propping and Shoring Design

Superslim incorporated in a falsework structure will require design checks in accordance with BS 5975 for lateral and
overall stability. Generally the falsework structure will be freestanding and bracing may be required for erection,
lateral stability, overall stability or node point stability for the designed strut effective length. Fitting of bracing for one
of these reasons will often satisfy the other bracing requirements. See below for a typical falsework arrangement
incorporating Superslim.
P P P

150

Lacing and bracing to

d
both faces

150
Adjustable Base

The vertical dimension (d) between horizontal lacing when using scaffold tube, is a function of the following:-
(A) Effective strut length from sheets 13 or 14 or to give required working capacity.
(B) Adequacy of the couplers and tube lacing and bracing to safely transmit the restraint forces.
(C) Physical limitations on operatives fitting lacing and bracing.
(D) Sequence and method of erection.
Where the shores are used with existing stable structures, such as in backpropping, then the shores could be inserted
without bracing. For larger heights bracing for strut node stabilisation may be needed if the applied load exceeds that
stated for length of shore used.

Assembly and Erection

The simplicity of the Superslim Prop with only a few parts makes assembly easy with only four M16 Set Pins per joint.
It is suggested that on vertical shores the bolts are placed downwards with the nut underneath. The shores can be
assembled on a flat clean surface and then lifted up to position using the lifting plate. Once in position some erection
bracing will be necessary to ensure stability during final alignment and setting. If tube and fittings are used for bracing,
the tube clamps can be pre-fitted to the soldier sections.
One alternative method of assembly is to erect the shores piece by piece. This method normally requires tube and
fittings bracing, with the horizontal lacing fitted below joints between soldier sections. For ease of handling it is
suggested that the longer lengths of soldier be at the bottom of the make-up. Diagonal tubes should be fitted as the
erection proceeds.

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 40

Superslim Bracing Using Scaffold Tube

In many applications where bracing to the shores is required, scaffold tube will be used for the Horizontal and
diagonal members. The horizontal tubes are connected to the Superslim Props with the Slimshor Tube Clamp.

min c/c 250

Slimshor Tube Clamp Diagonals
Y

diagonals to both faces

550 overall including
w/out diagonals
395 overall
X X

Y
Plan of a single braced row of Superslim props

When connecting together rows of Superslim Props, it is recommended that twin tubes are used horizontally. The
diagonals may be fitted to these tubes with swivel couplers. If clearance requirements demand it, then diagonals can
also be attached to the Superslim Props with the Slimshor tube clamp.
The arrangement shown braces the shores about their YY axis. During erection and for overall stability, some
restraint about the XX axis may be necessary. This may be done by connecting additional tubes, shown dotted, to
suitable points of restraint The diagrams below shown the minimum spacing between groups to give full access to all
the fittings.

600 min
300 300
Overall 760

Code Description Weight

350 c/c

151-0050 Scaffold Tube 48.3x3.2 galva L050D 1.78 kg

151-0100 Scaffold Tube 48.3x3.2 galva L0100D 3.56 kg
151-0150 Scaffold Tube 48.3x3.2 galva L0150D 5.34 kg
151-0200 Scaffold Tube 48.3x3.2 galva L0200D 7.12 kg
151-0300 Scaffold Tube 48.3x3.2 galva L0300D 10.68 kg
151-0350 Scaffold Tube 48.3x3.2 galva L0350D 12.46 kg
151-0450 Scaffold Tube 48.3x3.2 galva L0450D 16.02 kg
151-0500 Scaffold Tube 48.3x3.2 galva L0500D 17.8 kg
Overall 1050

Scaffold Tube 48.3x3.2 galva L0550D 19.58 kg

930 c/c

151-0550
151-0600 Scaffold Tube 48.3x3.2 galva L600D 21.36 kg
123-1010 Superslim Tube Clamp 1.33 kg
152-0149 Fixed coupler Ø49x49 1.1 kg
152-0160 Fixed coupler Ø49x60 1.57 kg
300 min 152-0249 Swivel coupler Ø49x49 1.34 kg
152-0260 Swivel coupler Ø49x60 1.56 kg

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 41

Bracing Using Scaffold Tube continued…...

Where tube and fittings are used to lace and brace Superslim structures the following details shall be used. Checks
should be made to ensure that couplers fixing ledger tubes to the Superslim have the required slip capacity along the
Superslim. Options A,C and E use single clamps to connect ledger tubes to the Superslim. Options B and D use twin
clamps. Option C uses twice as many lacing tubes as option B.

Important in ALL cases!

Swivel coupler should be positioned max 160mm
from adjacent Slimshor Tube Clamp
A B

C D

Note! This tube will have to be

accurately cut to length to enable the Note! 2nd tube coupler is greater than
160mm dimension to be satisfied. 160mm from adjacent Slimshor tube clamp.

E F

Non preferred arrangement Do not use this arrangement

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 42

Superslim Bracing Using Rapid Bar Tie

One alternative method of bracing Superslim is to use crossed diagonal tension rods, usually 15mm Rapid Bar Tie
with connectors. The tie connects directly to the Porthole bearing which fits into the 100mm diameter hole in the
webs of the Soldier. This arrangement only provides tension restraint between shores and suitable members to act
as struts are needed to complete the structure. The tension force in the Rapid Bar Tie when used in this situation is
limited to 65kN.

Nut – Hexagon 50mm

(BTX10017)

Porthole Bearing
20.8mm Dia Hole
(SSX10039)
Rapid Bar Tie

38
2.1.3. Superslim Bracing with 60 x 8 Flat Braces
Allowable Tensile Load = 30kN (bolt bending/web loading governs).
To improve to 50kN use ‘hammer head’ type braces - see right.
50 x 50 x 15 x 21Ø washer
plates welded both sides of
braces

Hammer Head Brace

M20 x 100 Bolt Gr 8.8 BZP

and M20 Nut gr8. BZP
(BNU20015 + BNU20001)

60 x 8 Flat Brace

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 43

Superslim Jack Bracing

The Superslim Adjustable Base and Adjustable Head will safely transmit a horizontal force of 2.5kN or 2½ % of a
maximum axial force of 100kN. If the horizontal force to be transmitted is greater than this, then jack bracing will be
needed. The table below shows the allowable horizontal force compared to jack extension for both Head and Base.
When jack bracing is required, usually a tube is attached to the threaded part of the jack and diagonals fitted to it.
See below Typical Arrangement of Jack Bracing.

350 400 500 600

6.2kN
6
h
5
Jacks require bracing
4.2kN
4 h
Horizontal Force

3
2.5kN
Note: when jack bracing is required and Dim “h” = 435 -
2 515 for Base Jacks or 510 - 590 for Adj Rocking Heads,
Jacks bracing not required
connections using 2”x2” 90 deg couplers (SFX10002) to
1 Jack thread are required. For dimensions less than these,
2”x2.3/8” 90 deg couplers (SFX10004) should be
connected to the jack stem.
0
365mm Jack Extension ‘h’ 590mm
Table of Jack Extension/Horizontal Forces Connection to Soldier flange using
Superslim Tube Clamp (SSU10024)

150

Typical Arrangement of Jack Bracing Connection of lacing to jacks using 90

Deg Couplers as noted above

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 44

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10025 10026 16007 16001
Dimensions)
Adj
M16 X
Sold Sold Sold Adj Base Rocking M16

European Data
Sold 90 Sold 540 Sold 720 Sold 900 40 HT Weight kg
1800 2700 3600 Assy Head Hex Nut
Set Pin
Assy Adjustable Base
Min. Max.
1 805 1105 - - - - - - - 1 1 4 4 39.5
2 1075 1375 3 - - - - - - 1 1 16 16 62.9
3 1345 1645 - 1 - - - - - 1 1 8 8 55.2
4 1525 1825 - - 1 - - - - 1 1 8 8 58.7
5 1705 2005 - - - 1 - - - 1 1 8 8 61.9
6 1795 2095 1 - - 1 - - - 1 1 12 12 69.7
7 2065 2365 - 1 1 - - - - 1 1 12 12 74.4

APPLICATIONS
8 2245 2545 - - 2 - - - - 1 1 12 12 77.9
9 2425 2725 - - 1 1 - - - 1 1 12 12 81.2
MODULAR STRUCTURAL SYSTEM

10 2605 2905 - - - 2 - - - 1 1 12 12 78.7

11 2785 3085 - 2 - 1 - - - 1 1 16 16 93.4
12 2965 3265 - - 3 - - - - 1 1 16 16 97.1

RMD Kwikform reserves the right to change any specification without giving prior notice.
13 3145 3445 - - 2 1 - - - 1 1 16 16 100.4
14 3325 3625 - - 1 2 - - - 1 1 16 16 98.0
SUPERSLIM SOLDIER

15 3505 3805 - - - - - 1 - 1 1 8 8 95.3

16 3685 3985 - - 4 - - - - 1 1 20 20 116.3
17 3865 4165 - - 3 1 - - - 1 1 20 20 119.6

Date: 17/03/2020
18 4045 4345 - 1 - - - 1 - 1 1 12 12 111.0
19 4225 4525 - - 1 - - 1 - 1 1 12 12 114.4
20 4405 4705 - - - - - - 1 1 1 8 8 112.1
21 4585 4885 - 2 - - - 1 - 1 1 16 16 126.8
22 4765 5065 - 1 1 - - 1 - 1 1 16 16 130.3
23 4945 5245 - 1 - - - - 1 1 1 12 12 127.8
24 5125 5425 - - 1 - - - 1 1 1 12 12 131.3
25 5305 5605 - - - 1 - - 1 1 1 12 12 134.6

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
26 5485 5785 - 2 - - - - 1 1 1 16 16 143.6

Issue : SS02
27 5665 5965 - 1 1 - - - 1 1 1 16 16 147.1
28 5845 6145 - - 2 - - - 1 1 1 16 16 150.6
29 6025 6325 - - 1 1 - - 1 1 1 16 16 153.8
30 6205 6505 - - - - - 2 - 1 1 12 12 151.2
31 6385 6685 - 1 2 - - - 1 1 1 20 20 166.3
32 6565 6865 - 1 1 1 - - 1 1 1 20 20 169.5
Table S1 – Component make up for Slimshor Prop with an Adjustable Head and an

Sheet 45
33 6745 7045 - 1 - - - 2 - 1 1 16 16 166.9
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU BNX SSU BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10025 10023 10005 10029 16007 16001
Dimensions)
Adj Rocking M16 X
Sold Sold Sold Sold Sold Sold Rocking M10x20 M16
Sold 90 Base Head 40 HT Weight kg
540 720 900 1800 2700 3600 Head Set Pin Hex Nut

European Data
Assy Washer Set Pin
Min. Max.
1 491 641 1 - - - - - - 1 1 1 1 8 8 32.0
2 581 731 2 - - - - - - 1 1 1 1 12 12 39.8
3 671 821 3 - - - - - - 1 1 1 1 16 16 47.6
Fixed Rocking Head

4 761 911 4 - - - - - - 1 1 1 1 20 20 55.4

5 851 1001 5 - - - - - - 1 1 1 1 24 24 63.2
6 941 1091 - 1 - - - - - 1 1 1 1 8 8 39.9
7 1031 1181 1 1 - - - - - 1 1 1 1 12 12 47.7
8 1121 1271 - - 1 - - - - 1 1 1 1 8 8 43.4

APPLICATIONS
9 1211 1361 1 - 1 - - - - 1 1 1 1 12 12 51.2
10 1301 1451 - - - 1 - - - 1 1 1 1 8 8 46.6
MODULAR STRUCTURAL SYSTEM

11 1391 1541 1 - - 1 - - - 1 1 1 1 12 12 54.4

12 1481 1631 - 2 - - - - - 1 1 1 1 12 12 55.6
13 1571 1721 1 2 - - - - - 1 1 1 1 16 16 63.4
14 1661 1811 - 1 1 - - - - 1 1 1 1 12 12 59.1

RMD Kwikform reserves the right to change any specification without giving prior notice.
15 1751 1901 1 1 1 - - - - 1 1 1 1 16 16 66.9
16 1841 1991 - - 2 - - - - 1 1 1 1 12 12 62.9
SUPERSLIM SOLDIER

17 1931 2081 1 - 2 - - - - 1 1 1 1 16 16 70.4

18 2021 2171 - - 1 1 - - - 1 1 1 1 12 12 65.9
19 2111 2261 1 - 1 1 - - - 1 1 1 1 16 16 73.7

Date: 17/03/2020
20 2201 2351 - - - - 1 - - 1 1 1 1 8 12 69.1
21 2291 2441 1 - - - 1 - - 1 1 1 1 12 16 76.9
22 2381 2531 - 1 2 - - - - 1 1 1 1 16 16 78.3
23 2471 2621 1 1 2 - - - - 1 1 1 1 20 20 86.1
24 2561 2711 - - 3 - - - - 1 1 1 1 16 16 81.8
25 2651 2801 1 - 3 - - - - 1 1 1 1 20 20 89.6
26 2741 2891 - 1 - - 1 - - 1 1 1 1 12 16 84.8
27 2831 2981 1 1 - - 1 - - 1 1 1 1 16 20 92.9
28 2921 3071 - - 1 - 1 - - 1 1 1 1 12 16 88.3

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
29 3011 3161 1 - 1 - 1 - - 1 1 1 1 16 20 96.1

Issue : SS02
30 3101 3251 - - - - - 1 - 1 1 1 1 8 8 80.0
31 3191 3341 1 - - - - 1 - 1 1 1 1 12 12 87.8
32 3281 3431 - 2 - - 1 - - 1 1 1 1 16 20 100.9
33 3371 3521 1 2 - - 1 - - 1 1 1 1 20 24 108.4
Table S2 – Component make up with a Slimshor Prop an Adjustable Base and a

34 3461 3611 - - 3 1 - - - 1 1 1 1 20 20 104.3

35 3551 3701 1 - 3 1 - - - 1 1 1 1 24 24 112.1

Shee 46
36 3641 3791 - 1 - - - 1 - 1 1 1 1 12 12 95.7
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU BNX SSU BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10025 10023 10005 10029 16007 16001
Dimensions) Adj Rocking M16 X
Sold Sold Sold Sold Sold Rocking M10x20 M16
Sold 90 Sold 900 Base Head 40 HT Weight kg

European Data
540 720 1800 2700 3600 Head Set Pin Hex Nut
Assy Washer Set Pin
Min. Max.
37 3731 3881 1 1 - - - 1 - 1 1 1 1 16 16 103.5
38 3821 3971 - - 1 - - 1 - 1 1 1 1 12 12 99.2
39 3911 4061 1 - 1 - - 1 - 1 1 1 1 16 16 107.0
Table S2 – Continued

40 4001 4151 - - - - - - 1 1 1 1 1 8 8 96.8

41 4091 4241 1 - - - - - 1 1 1 1 1 12 12 104.6
42 4181 4331 - 2 - - - 1 - 1 1 1 1 16 16 111.5
43 4271 4421 1 2 - - - 1 - 1 1 1 1 20 20 119.3
44 4361 4511 - 1 1 - - 1 - 1 1 1 1 16 16 115.0

APPLICATIONS
45 4451 4601 1 1 1 - - 1 - 1 1 1 1 20 20 122.8
46 4541 4691 - 1 - - - - 1 1 1 1 1 12 12 112.5
MODULAR STRUCTURAL SYSTEM

47 4631 4781 1 1 - - - - 1 1 1 1 1 16 16 120.3

48 4721 4871 - - 1 - - - 1 1 1 1 1 12 12 116.0
49 4811 4961 1 - 1 - - - 1 1 1 1 1 16 16 123.8
50 4901 5051 - - - 1 - - 1 1 1 1 1 12 12 119.3

RMD Kwikform reserves the right to change any specification without giving prior notice.
51 4991 5141 1 - - 1 - - 1 1 1 1 1 16 16 127.1
52 5081 5231 - 2 - - - - 1 1 1 1 1 16 16 128.3
SUPERSLIM SOLDIER

53 5171 5321 1 2 - - - - 1 1 1 1 1 20 20 136.1

54 5261 5441 - 1 1 - - - 1 1 1 1 1 16 16 131.8
55 5351 5501 1 1 1 - - - 1 1 1 1 1 20 20 139.6

Date: 17/03/2020
56 5441 5591 - 1 - 1 - - 1 1 1 1 1 16 16 135.0
57 5531 5681 1 1 - 1 - - 1 1 1 1 1 20 20 142.8
58 5621 5771 - - 1 1 - - 1 1 1 1 1 16 16 138.5
59 5711 5861 1 - 1 1 - - 1 1 1 1 1 20 20 146.3
60 5801 5951 - - - - - 2 - 1 1 1 1 12 12 135.9
61 5891 6041 1 - - - - 2 - 1 1 1 1 16 16 143.7
62 5981 6131 - 1 2 - - - 1 1 1 1 1 20 20 151.0
63 6071 6221 1 1 2 - - - 1 1 1 1 1 24 24 158.8
64 6161 6311 - - 3 - - - 1 1 1 1 1 20 20 154.8

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
65 6251 6401 1 - 3 - - - 1 1 1 1 1 24 24 162.3

Issue : SS02
66 6341 6491 - 1 - - - 2 - 1 1 1 1 16 16 151.6
67 6431 6581 1 1 - - - 2 - 1 1 1 1 20 20 159.4
68 6521 6671 - - 1 - - 2 - 1 1 1 1 16 16 155.1
69 6611 6761 1 - 1 - - 2 - 1 1 1 1 20 20 162.9
70 6701 6851 - - - - - 1 1 1 1 1 1 12 12 152.7
71 6791 6941 1 - - - - 1 1 1 1 1 1 16 16 160.5

Sheet 47
72 6881 7031 - 2 - - - 2 - 1 1 1 1 20 20 167.3
Length of prop SSX SSX SSX SSX SSX SSX SSX SSU SSU BNX SSU BNU BNU
‘L’ (mm) (Working 10090 10540 10720 10900 11800 12700 13600 10018 10023 10005 10029 16007 16001
Dimensions)
Adj Rocking M16 X
Sold Sold Sold Sold Sold Sold Rocking M10x20 M16

each end
Sold 90 Base Head 40 HT Weight kg
540 720 900 1800 2700 3600 Head Set Pin Hex Nut

European Data
Assy Washer Set Pin
Min. Max.
1 730 1030 - - - - - - - 2 - - - 4 4 38.4
2 1000 1300 3 - - - - - - 2 - - - 16 16 61.8
3 1270 1570 - 1 - - - - - 2 - - - 8 8 54.1
4 1450 1750 - - 1 - - - - 2 - - - 8 8 57.6
5 1630 1930 - - - 1 - - - 2 - - - 8 8 60.9
6 1720 2020 1 - - 1 - - - 2 - - - 12 12 68.7
7 1990 2290 - 1 1 - - - - 2 - - - 12 12 73.4
8 2170 2470 - 1 - 1 - - - 2 - - - 12 12 76.6

APPLICATIONS
9 2350 2650 - - 1 1 - - - 2 - - - 12 12 80.1
10 2530 2830 - - - - 1 - - 2 - - - 8 12 77.7
MODULAR STRUCTURAL SYSTEM

11 2710 3010 - 1 2 - - - - 2 - - - 16 16 92.6

12 2890 3190 - - 3 - - - - 2 - - - 16 16 96.1
13 3070 3370 - - 2 1 - - - 2 - - - 16 16 99.3

RMD Kwikform reserves the right to change any specification without giving prior notice.
14 3250 3550 - - 1 - 1 - - 2 - - - 12 16 96.9
15 3430 3730 - - - - - 1 - 2 - - - 8 8 94.3
SUPERSLIM SOLDIER

16 3610 3910 - - 4 - - - - 2 - - - 20 20 115.3

17 3790 4090 - - 3 1 - - - 2 - - - 20 20 118.6
18 3970 4270 - 1 - - - 1 - 2 - - - 12 12 110.0

Date: 17/03/2020
19 4150 4450 - - 1 - - 1 - 2 - - - 12 12 113.5
20 4330 4630 - - - - - - 1 2 - - - 8 8 111.1
21 4510 4810 - 2 - - - 1 - 2 - - - 16 16 125.7
22 4690 4990 - 1 1 - - 1 - 2 - - - 16 16 129.2
23 4870 5170 - 1 - - - - 1 2 - - - 12 12 126.8
24 5050 5350 - - 1 - - - 1 2 - - - 12 12 130.3
25 5230 5530 - - - 1 - - 1 2 - - - 12 12 133.6
26 5410 5710 - 2 - - - - 1 2 - - - 16 16 142.5
27 5590 5890 - 1 1 - - - 1 2 - - - 16 16 146.0

© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
Issue : SS02
28 5770 6070 - - 2 - - - 1 2 - - - 16 16 149.5
29 5950 6250 - - 1 1 - - 1 2 - - - 16 16 152.8
30 6130 6430 - - - - - 2 - 2 - - - 12 12 150.1
31 6310 6610 - 1 2 - - - 1 2 - - - 20 20 165.2
Table S3 – Component make up for a Slimshor Prop with an Adjustable Base at

32 6490 6790 - - 3 - - - 1 2 - - - 20 20 168.7

33 6670 6970 - 1 - - - 2 - 2 - - - 16 16 165.9

Sheet 48
34 6850 7150 - - 1 - - 2 - 2 - - - 16 16 167.4
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

LIFTING ACCESORIES
European Data Date: 17/03/2020 Issue : SS02 Sheet 49
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Superslim Lifting Plate Assembly 20kN (SSX10063) weight 4.97kg

(F.O.S >3.0)
Used in pairs for lifting formwork panels up to 40kN. Supplied with captive shackle.
Lift vertically to avoid applying side loads to the shackle.
Allowable Working Load on arrow ‘A’ 20 kN
Allowable Working Load on arrow ‘B’ 10 kN
Item also exists without shackle as Superslim Lifting Plate 15kN (SSU10032) - stamped
for Allowable Working Loads reduced by 25%.
A
Superslim 19mm Pin & Clip (SSX10046) or
M20x90 Bolt & Nut (BNX20030+BNU20001)
76

B
32
180

Form face

70
152
Lifting – Forms up to 4 Tonnes
The Superslim Spreader Beam Assembly is used in combination with a pair of Lifting Plates (SSU10032 or
SSX10063). Some equipment is required to be supplied by the customer.

Note: Vertical Lift

Customer’s
drop-chains or
slings Superslim Lifting Plate
(SSU10032 or SSX10063)

Superslim Form Support Plate (SSX10042) should be used on the bottoms of soldiers which contain lifting plates.

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 50

Lifting – Forms up to 9 Tonnes

When bolting Soldiers to the top of shutters as shown below
remember to check bending moments induced. Some equipment is
required to be supplied by the customer.

Connect Superslims with M20 gr8.8 ATR 450mm long, 2 M20 nuts
(BNU20001), M20 round washer (BNU20003). Porthole Bearing
(SSX10039) and Standard Waler Plate (BTX10021).

Note: Vertical Lift

Ensure that Superslim bolted joint occurs as
shown and lift with Prop Pivot tube in the
Customer’s lifting
Soldier Porthole nearest the joint.
equipment

Customer’s
drop-chains or Prop Pivot Tube Soldier bolted to the top
slings (SSU10004) with 2 No of the shutter
clips (SSU10011)

Superslim Form Support

Plates (SSX10042) -
Required on ALL vertical
soldiers that are connected
to the horizontal soldier on
the top of the shutter.

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 51

Lifting - Spreader Beam Adaptor Assembly (SSX10052) weight 19.4kg

Used in pairs with a Superslim Soldier to make an economical spreader beam for lifting loads of
up to 9 tonnes. Includes top and bottom shackles ready for connection to customers slings and
lifting equipment.
Each Spreader Beam Adaptor Assembly comprises:- 1 No Spreader Beam Adaptor, 4 No
Superslim 19mm pin & R Clip & 2 No Shackles

Top Shackle
219

Superslim
19mm pin &
214

R Clip
Spreader Beam

Bottom Shackle

= =
55 55 55

Each spreader beam plate fits into the web of the Soldier and allows for 55mm adjustment in lifting length. The
maximum dimension between lifting points on a unit is 3060mm when using a single 3600mm Soldier.
The spreader beam plate has been designed in accordance with The Construction (Lifting Operations) Regulations
1961. Each plate is Individually numbered and tested to twice working load and stamped.
A certificate of testing is available from RMD Kwikform on request.
A table of maximum lifted load related to the internal angle of the slings is given in the graph on sheet 100. The user
will need to supply the correct two legged chains or slings.

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 52

Lifting – Spreader Beams

Spreader Beam Adaptor
positioned to avoid stiffeners Customers slings
α= 90deg max
Connect using 4 No
Superslim 19mm pins
and R clips (SSX10046)

Span between crane slings Customers slings

• Use the Spreader Beam Adapter only in the orientation shown with the row of four holes positioned at the
bottom of the unit.
• Ensure that the lower slings are vertical by moving the position of the unit along the Superslim, fine adjustment
is afforded by moving the lower shackle between the four hole positions. Never use less than four 19mm pins
and clips to connect the unit to the Superslim.
• Where Superslim sections are joined to make longer spreader beams, ensure that soldiers with seven hole
end plates are used and connect sections together using 6 No. M16x40 grade 8.8 set pins and nuts torqued to
120Nm. Never use more than three Superslims in the makeup.
• Do not use with damaged Superslim Soldiers
For further instructions on safe use refer to the Equipment Guidance Notes supplied with the equipment or available
on request.

Spreader Beam Load Duty Chart Assembly Orientation

Minimum global factor of safety = 2.9. Ensure adaptor plates are orientated as shown
100 below and check Superslim stiffener positions
90 are avoided when detailing.
(kN)
Load(kN)

80
α = ≤ 60° Note: The unit can not be used in 1800mm
Superslims in the position detailed below.
Working Load

70
α = 90°
60
Allowable Working

50 α = 75°
40
Allowable

0
1 2 3 4 5 6 7
Span
SpanBetween
Between Crane Slings(m)
Crane Slings (m)

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 53

Lifting – Spreader Beams continued

Superslim Soldiers can be used as spreader beams by the addition of spreader beam plates and prop pivot tubes.
RMD Kwikform Superslim Soldiers cannot be used as lifting beams, unless the assembly is tested by an
Independent lifting equipment test house. The difference is shown below.

Spreader Beam

Lifting Beam

European Data APPLICATIONS Date: 17/03/2020 Issue : SS02 Sheet 54

CLIPS, CLAMPS & FASTENERS

European Data Date: 17/03/2020 Issue : SS02 Sheet 55
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Slimshor Tube Clamp (SSU10024) weight 1.33kg

Used to connect scaffold tube to Soldiers at any angle.

‘A’ Allowable Working Load = 6.1kN

(slip of tube through coupler)
‘B’ Allowable Working Load = 4.0kN
(slip of coupler along soldier)
B

Note: Clamp is a swivel fitting.

36
194

‘B’ Clamp - Tube to Panel (RPX10005) weight 0.66kg

Used to connect scaffold tube to Soldiers at right angles.
When pairs of ‘B’ clamps are used on a tube to soldier connection an allowable
working load of 3.25kN may be used in any direction.

119

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 56

Universal Clamp (ALX10001) weight 0.75kg

A light duty clamp with many uses. Note: The clamp is to be fixed hand tight
plus 1/4 turn.
AWL Tension = 2.5kN per clamp
AWL Slip = 0.35kN per clamp

Soldier

Universal Clamp
(ALX10001) Stagger Poutre alu H16
Alternate Clamps

Poutre H20 bois

Flange to Flange Wedge Clamp (ALX10002) Weight 0.51kg

A wedge fixed clamp that enables aluminium beams to be clamped to Soldiers at
90 degrees in static soffit applications.
AWL Slip = 1kN per pair of clamps

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 57

Nuts, Bolts and Set Pins

Code Description Weight
M16 x 40mm H.T. Set Pin
For general use to connect the end plates of Soldiers BNX12009 M12x25 Set Pin gr8.8 BZP 0.04 kg
BNX12002 M12x30 Set Pin gr8.8 BZP 0.04 kg
and accessories
40 BNX12001 M12x40 Bolt gr8.8 BZP CSK 0.05 kg
BNU12001 M12 Hex Nut gr8 BZP 0.01 kg
BNU12002 M12 Round Washer BZP 0.01 kg
BNU16007 M16x40 Set Pin - gr 8.8 BZP 0.09 kg
M16 x 40 HT CSK Set Pin ZP BNU16013 M16x110 Bolt - gr 8.8 BZP 0.20 kg
For use with Half Couplers and Anchor Plates BNU16008 M16x40 Set Pin gr8.8 BZP 0.05 kg
40 O/A BNU16001 M16 Hex Nut gr 8 BZP 0.03 kg
BNU16002 M16 Round Washer BZP 0.10 kg
BNU20001 M20 Hex Nut gr 8 BZP 0.06 kg
BNU20002 M20 Nyloc Nut gr8 BZP 0.06 kg
BNX20030 M20x90 Bolt - gr 8.8 BZP 0.28 kg
M16 x 110 8.8 Bolt Plated
BNX24001 M24x45 Set Pin gr8.8 BZP 0.26 kg
For use with Joint Stiffeners and Ultraguard Soldier
BNU24001 Hex Nut gr 8 BZP 0.06 kg
Sockets 110 SSX10046 Superslim 19mm Pin & R Clip 0.29 kg
BNX20100 M20 High Yield Pin 0.41 kg
SSU10011 Superslim R Clip 5x100mm 0.03 kg

M20 x 90mm Bolt

For use with Turnbuckle & Wind Tie instead of a
Superslim 19mm Pin & R Clip
90 Thread run-out max:
M12 - 4mm, M16 - 5mm, M20 - 6mm, M24 - 7mm
Bolt thread length:
2d+6 <125mm, 2d+12 >125mm<200mm, 2d+25 >200mm

M24 x 110mm Bolt Hex Nuts Grade 8.8 & Nyloc Nuts
For use with Tilt Plates and Push Pull Props M12 M16 M20 M24

110

10mm 13mm 16mm 19mm

(depth of nuts)
Superslim 19mm Pin & R Clip Assembly M20 High Yield Pin
Used instead of a bolt for connection to the 21mm dia Used with a Superslim R Clip to secure a Tube End
holes in a Super Slim. Link to a Soldier.
Superslim R-Clip AWL Bearing = 68kN
AWL Bearing = 46.5kN 130
78

European Data COMPONENTS Date: 17/03/2020 Issue : SS02 Sheet 58

APPENDIX
European Data Date: 17/03/2020 Issue : SS02 Sheet 59
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Appendix
Superslim Soldiers are lightweight members made from a pair of
3.5mm thick grade Q345 or S355 folded steel lipped channels with the
lips acting to stiffen and strengthen the flanges. At intervals along the
beam, welded web stiffener plates connect the two channels together
and both improve torsion resistance of the composite beam and force
a certain degree of composite action between the channels in their
weak axes. The channels are further connected together at the ends
by 10mm thick welded end plates with holes enabling units to be
bolted end to end. The gap between the twin channels provides a
convenient location for ties to pass through the beam in almost any
location.
100mm diameter ‘portholes’ perforate both webs at 180mm intervals
and lighten the beam. The raised lip around the perimeter of the
portholes is a detail borrowed originally from aircraft construction and
stiffens the webs when a Superslim is subject to shear, bearing or
axial compressive loads. These portholes, as well as the smaller
21mm diameter holes in the web and end plate holes, enable the
connection of an unrivalled range of accessories which combine to
help keep the Superslim product system as the industry benchmark
for the versatile construction of modular structures.

Behaviour as a Beam
The strength and stiffness of a Superslim is very much less when considered about the ‘weaker’ axis perpendicular to
the plane of the webs than the other ‘stronger’ axis despite the presence of the twin channels and integral web
stiffeners, this means that lateral torsional buckling (LTB) needs to be considered during the design of Superslim
beams. LTB can occur when an unrestrained compression flange in a beam subjected to bending becomes unstable
resulting in unwanted sideways movement of the compression flange, twisting of the beam about its central axis and
possibly total failure of the beam at a bending
moment significantly lower than the maximum
allowable bending moment for the fully
restrained section. For a brief video concerning
LTB click on this link.
Lateral torsional buckling of bridge girders
under self weight only during assembly due
to lack of K bracing.

European Data BEAM DESIGN TUTORIAL Date: 17/03/2020 Issue : SS02 Sheet 60
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Fully Restrained Beam Design

The Superslim was first developed for use as a formwork ‘soldier’ for use in formwork panels assembled by the user
from individual components to form a structural ‘grillage’. The concrete pressure is applied to plywood or composite
face sheeting spanning between, supported by and fixed to originally timber and more usually now aluminium
‘secondary’ beams; in some markets these are called ‘backing members’. These in turn span between and are
supported by Superslim ‘primary beams’ or soldiers which act to span between formwork ties that connect to the
opposite form face thus balancing the concrete pressure loads. The loads are transferred between the Superslim and
the formwork ties by one of various ‘waler plates’ which create bearing loads in the Superslim beam additional to the
bending moments and shear. Soffit formwork constructed using Superslim soldiers as primary beams act in the same
manner except the ties and waler plates are replaced by falsework U-heads.
In these applications the flanges of the Superslim in contact with the secondary beams are connected at each
intersection using one of a variety of proprietary clips or clamps. Clips/clamps along the length of the Superslim are
staggered so that every other clip is fitted to one of the Superslim channels and the remainder are fitted to the other
channel. This relatively frequent connection to both channels prevents the Superslim from twisting about its axis and
prevents the flange in connection with the secondary beams from moving sideways.
The intermittent diaphragm stiffeners now act as cantilevers and effectively provide lateral restraint to the flanges not
connected to the secondary beams. The multiple restraint created in this manner, together with the bracing
‘diaphragm action’ of the form face sheeting and its fixings to the secondary beams, fully restrains both flanges of the
Superslim beam regardless of whether the beam experiences sagging bending moments (between the ties) or
hogging moments (near/at the tie locations).

Staggered Welded diaphragm web

clips/clamps stiffeners act in
cantilever to restrain
remote flanges
Secondary
member
‘ledgers’

Plywood
diaphragm
bracing
Both flanges clipped/
clamped

Tension flange blue, Sagging moment blue, Web stiffeners

compression flange red hogging moment red

European Data BEAM DESIGN TUTORIAL Date: 17/03/2020 Issue : SS02 Sheet 61
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Combined Loading
At the tie locations, the Superslim soldier is subjected to a combination of bending, shear and bearing stresses and
this most onerous combination of loading will usually govern the design of the beam. Safe performance envelopes of
tie load and bending moment have been determined by extensive load testing. To facilitate design, shear and bearing
stresses have been combined into a single variable - ‘bearing load’. This enables a single graph to contain
performance envelopes covering the behaviour of the Superslim beam used in conjunction with multiple accessories
such as Rapidshor and Alshor U-heads in falsework construction. Also included is the least favourable case when two
Superslim beams are crossed and bear on each other. In this mode, the two webs of both soldiers act like knife edges
and bearing is transferred though only four small areas of contact.
The Adequacy of the Superslim beam between the ties/supports also needs to be checked as part of the design. In
formwork applications the reactions from the Alforms/timbers are comparatively low and can be ignored. As a result
checks are restricted to bending moment and deflection of the Superslim beam section and bending moment at any
joints between individual Superslim beams where the allowable bending moment capacity is reduced and varies
depending on how many bolts are used to secure the connection. Where high concentrated loads are present mid
span, these need to be taken into account during the design process.
Performance under conditions of combined bending, bearing and shear loading can be
checked using the graph below and figure right for a range of connecting accessories
and conditions. Direct bearing performance is reduced compared to bearing one side as
the Superslim webs are eccentrically loaded on both flanges.

40
Direct Bearing with HD
Waler Plate.
Cast HD Waler Plate AWL=70kN
30 Alshor +
Bending Moment / kNm

U-Head

Cross Bearing
Rapidshor
Condition
U-Head
20 See Sheet 13

STD or Angle HD
10 Waler Plate Hi-Load
Waler
Waler
Plate
Plate

20 40 60 80 100 120 140 160

Bearing Load / kN

European Data BEAM DESIGN TUTORIAL Date: 17/03/2020 Issue : SS02 Sheet 65
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Design of Beams without Lateral Restraint

For applications other than standard formwork, the Superslim will likely be less well restrained. The important thing to
determine here is the ‘effective length of the compression flange’. To which the allowable bending moment is related
using the graph below.
The effective length of the compression flange
depends on three factors:
• Whether the load is de-stabilising or not—
see below for definition
• The degree of lateral and torsional
(twisting) restraint at the supports
• For cantilevers the lateral and torsional
restraint at the tip
The destabilising load condition is unusual and
applies when the load is applied to the top flange
and both the top flange and the load are free to
move sideways.
Effective lengths for compression flanges of
various beam arrangements are shown in the
table right (BS5975).
Example an Individual Superslim Soldier is used
to support an un-braced Rapidshor base jack
loaded to 53kN over a 2m void in a slab. What
conditions are needed to safely achieve this?
Base jack extension is 500mm.
The long un-braced base jack is quite flexible
laterally so it could be argued that the load is
de-stabilising.
At the supports torsional restraint is by dead
bearing on the ends so effective length of the
compression flange is 1.4L+2D = 3.25m.
Allowable bending moment is 22.5kNm.
Applied bending moment = WL/4 = 26.5kNm >
22.5kNm does not satisfy.
If the base jack extension were short or a jack
brace is added perpendicular to the Superslim
the load is not de-stabilising. Effective length is
1.2L+2D = 2.85m. Allowable bending moment =
27kNm > 26.5kNm—satisfies.

European Data BEAM DESIGN TUTORIAL Date: 17/03/2020 Issue : SS02 Sheet 63
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.
SUPERSLIM SOLDIER
MODULAR STRUCTURAL SYSTEM

Effective Length of Compression Flanges for Cantilevers

European Data BEAM DESIGN TUTORIAL Date: 17/03/2020 Issue : SS02 Sheet 64
© The information contained within these data sheets remain the property of RMD Kwikform and is not to be altered or reproduced without permission.
RMD Kwikform reserves the right to change any specification without giving prior notice.

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