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T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 1 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
Technical Data Sheet
Mabey Hire Ltd. Structural Support & Bridging Bridge House, Strange Road, Garswood, Lancashire WN4 0RX United Kingdom Telephone: +44 (0) 1942 725 343 Facsimile: +44 (0) 1942 270 893 Email: action@mabeyhire.co.uk Website: www.mabeyhire.co.uk
Mass 25
Mass 50 MAT 125
Superprop Hydraulics
Quickbridge MU Falsework
MU Bridging Compact Bridging BarrierGuard 800
Instrumentation
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 2 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
Index
Reference Description Page No.
Title Page 1
Contents 2
1.0 Introduction 3 2.0 Section Properties, Capacities & Weights 4
2.1 Props 4 2.2 Grillage Beams 8 2.3 Truss Braces 10 2.4 Frame Braces 11 2.5 Special Application Brace – TB008 13 2.6 Typical Through Bolt Details 14 2.7 Angle Braces & Cleats 15 2.8 Battened Angle Braces 17 2.9 Adjustable Ends & Fittings 18
3.0 Equipment List 23 4.0 Bolt Application Table 24
Contents
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 3 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
Application
This Technical Data Sheet is designed to provide information of sufficient content and detail as to enable engineers, competent in structural analysis & structural steelwork design to safely design structures incorporating Mass 50. Design Codes
Mass 50 is a modular system used primarily for use in temporary works and as such complies with the following codes:-
BS 449:1969 inc. 1989 Amendment
BS 5975:2008 In addition, it was recognised during the development of Mass 50 that, with regard to material specifications in particular, the more onerous requirements of the following two codes should be adopted.
BS 5400: Part 3:2000 Code of Practice for the Design of Steel Bridges
BS 5950: Part 1:2000 and Part 5:1998 In the production of this manual, analysis has been carried out to the latest revisions of these codes. Eurocodes
The equipment has been assessed and is fully compliant to Eurocodes. Strengths relating to these codes are published in the Eurocode version of this document. Safe Working Loads
The safe working loads for members & joints given in the Technical Data Sheet are generally based on theoretical values calculated in accordance with BS 449 & BS 5975 but with additional safety factors applied to ensure a minimum factor of safety of 2.0. In many cases full scale laboratory tests have been carried out & compared to the calculated values. In all cases a minimum factor of safety of 2.0 against the onset of permanent deformation has been established. All loads are all given as characteristic allowable working loads / strengths i.e. unfactored. In addition, the stated capacities maintain the factors of safety imposed by BS 5400 & BS 5950. Technical Data
The technical data provided within this data sheet concerns the strengths of the individual members and joints. In applications such as dead shoring, the quoted safe axial loads are to be considered in conjunction with secondary effects due to:-
Eccentricity of the applied axial load
Horizontal loads
Self-weight and accidental loads, e.g. in horizontal shoring applications
1.0 Introduction
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 4 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.1 Props 2.1.1 Details
The Prop unit forms the basis of the Mass 50 System. Props are fabricated from twin 5mm thick cold-formed channel sections (Material Grade: S355 J0) and are provided with 22mm diameter holes in flanges, webs & end plates to allow connection of Mass 50 Grillage, Bracing and Auxiliary Components using M20 bolts.
Part No. Length (mm)
Weight (Kg)
TP010 100 17.0
TP025 250 22.5
TP050 500 32.1
TP100 1000 52.2
TP150 1500 70.6
TP200 2000 90.9
TP250* 2500 110.5
TP300* 3000 130.3
2.0 Section Properties, Capacities & Weights
* Limited Stock Available
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 5 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.1.2 Section Properties
2.1.3 Weighted Average for Deflection Calculations
2.1.4 Load Capacity - Axial
For general design purposes the nominal axial capacity is 500kN otherwise refer to Chart A for compressive capacity for a given effective length of the member. The values below are based on a 2.5m effective length.
2.1.5 Prop Capacity – End Details
Application of the load at the ends of the Props should be through a standard Mass 50 part such as a Grillage Beam, Hinge Unit or Baseplate. In the absence of this, care must be taken to ensure that the load is applied uniformly over the Prop End Plate. Otherwise the capacity may be limited by the local capacity of the End Plate & Channels. 2.1.6 Loading Capacity – Bending and Shear
For general design purposes the nominal bending capacity is 50kNm, otherwise refer to Chart B.
2.1.7 Load Capacity – Local Load Capacity
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
A Ixx Iyy Zxx Zyy rxx ryy
Nett 38.2 3501 2027 280 162 9.6 7.3
Gross 47.0 4273 2340 342 187 9.5 7.1
Area (cm2) Inertia (cm
4)
A Ixx Iyy
Weighted Average 45.5 4138 2285
Compression Capacity Tension Capacity
Axial Load
No Eccentricity Eccentricity 25mm x-x
Eccentricity 25mm y-y
Using 4No. Bolts (Gr. 8.8)
Using 6No. Bolts (Gr. 8.8)
Axial Load Capacity (kN)
600 500 450 230 350
Full
Section Bolted Joint
(4No. Bolts Gr. 8.8) Bolted Joint
(6No. Bolts Gr. 8.8)
Bending Major Axis (x-x) kNm 50 25 35
Bending Minor Axis (y-y) kNm 30 20 25
Shear Major Axis (x-x) kN 210 200 210*
Shear Minor Axis (y-y) kN 150 150* 150*
Tension Compression
Load on Flange (x-x) kN 75 (130 using through bolts) Refer to Table A
Load on Web (y-y) kN 50 65
2.0 Section Properties, Capacities & Weights
Note on Combined Effects Where appropriate the combined effects of axial load, bending & local effects must be considered. Please refer to Mabey engineers where advice is required.
The weighted average value is for use in analysis computer software to accurately model member axial & lateral deflection e.g. in computer frame analysis.
* Limited by section properties
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 6 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.1.8 Load Capacity – Axial & Bending Capacity
Chart A - Axial Prop Capacity to BS5950-5:1998 w ith Min. FOS Increased to 2.0
0
100
200
300
400
500
600
700
0 1 2 3 4 5 6 7 8 9 10
Effective Length (m)
Co
mp
res
siv
e L
oad
(k
N)
Axial Compression
25mm X-X Eccentricity
25mm Y-Y Eccentricity
Horizontal Prop X-X (Accidental Load &
Debris)
Horizontal Prop X-X (Self Weight Only)
Horizontal Prop curve includes for self-weight, debris, 10% axial offset of section depth & 10kN accidental load. NB: Capacity may be increased for short Prop lengths, refer to MH Engineers for details.
Load should be applied through a stiff end unit. If applied via a local offset inducing concentrated loading then consideration should be given to local failure, see Note 2.1.5. Note on Combined Effects
Where appropriate the combined effects of axial load, bending & local effects must be considered. Please refer to MH Engineers where advice is required.
2.0 Section Properties, Capacities & Weights
Chart B - Bending Capacity to BS5950-5:1998 with Min. FOS Increased to 2.0
0
10
20
30
40
50
60
0 1 2 3 4 5 6 7 8 9 10
Effective Length (m)
Be
nd
ing
Mo
me
nt (
kN
m)
Bending X-X Bending Y-Y 4 Bolts X-X 4 Bolts Y-Y 6 Bolts X-X 6 Bolts Y-Y
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 7 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
Capacities on Flanges of Prop Table A – Web Buckling & Crushing
Load Case 1 – Single Load / Reaction OR Two Opposite Loads or Reactions, at the Free End Capacity = 170kN
Load Case 2 – Single Load / Reaction OR Two Opposite Loads or Reactions, far from Free End Capacity = 130kN
Load Case 3 – Use of 406mm x 20mm Thick Bearing Plate, far from Free End Capacity = 135kN
Load Case 4 – Direct Tension Load Through 4No. Bolts in Prop Flange, far from Free End Capacity = 75kN
Load Case 5 – Through Bolt Detail with Min. 250x250x10mm Plt. on the Opposite Flange, far from Free End Capacity = 130kN
2.0 Section Properties, Capacities & Weights
Note on Combined Effects Where appropriate the combined effects of axial load, bending & local effects must be considered. Please refer to Mabey engineers where advice is required.
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 8 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
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2.2 Grillage Beams
2.2.1 Details
The Mass 50 Grillage Beams are fabricated from 254x254x107kg/m UC sections (Material Grade: S275 J0). Beams are provided with 22mm dia. holes in flanges, webs & end plates to accept Mass 50 Props, Bracing and Auxiliary Components. Grillage Beam lengths are provided to allow trestles to be built using TB001 Braces & 0.5m, 1.5m, 2x1.5m & 3x1.5m spaced vertical Props.
Part No. Length (mm)
Weight (Kg)
TG001 2000 259.3
TG002 3500 441.3
TG003 5000 631.8
TG004 1000 137.3
2.0 Section Properties, Capacities & Weights
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 9 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.2.2 Section Properties
2.2.3 Weighted Average for Deflection Calculations
The weighted Average value is for use in analysis computer software to accurately model member axial & lateral deflection e.g. in computer frame analysis.
2.2.4 Load Capacity – Bending & Shear
2.2.5 Load Capacity – Bearing & Buckling
Additional Notes: (Fig. A) Load positioned above a web stiffener. Values based on a bearing length of 250mm. (Fig. B) Load positioned spanning a bolted joint. Values based on a bearing length of 250mm. (Fig. C) Load positioned between web stiffeners. Values based on a bearing length of 250mm.
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
A Ixx Iyy Zxx Zyy rxx ryy
Nett 112.7 14627 4905 1097 379 11.4 6.6
Gross 136.4 17510 5928 1313 458 11.3 6.6
Area (cm2) Inertia (cm
4)
A Ixx Iyy
Weighted Average 132.2 17003 5748
Section x-x Joint End Plate
Capacity x-x
Joint with TF020 Cover Plate in Tension
(6 Bolts Each Side)
Joint with TF028 Cover Plate in Tension
(10 Bolts Each Side)
Bending Capacity (kNm)
170 (Assuming Effective Length of 2.0m)
25* 55* 90*
Shear Capacity (kN) 270 200* 200* 200*
Bearing Capacity (kN)
Fig. A 1200 Limited by bearing stress
Fig. B 1400 Limited by buckling of web
Fig. C 750 Limited by bearing stress
2.0 Section Properties, Capacities & Weights
Fig. A
Fig. B
Fig. C
* Bending & Shear not coincident
Note on Combined Effects Where appropriate the combined effects of axial load, bending & local effects must be considered. Please refer to Mabey engineers where advice is required.
* Limited by section properties
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 10 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.3 Truss Braces 2.3.1 Details
Truss Braces are fabricated from 80x80x5mm SHS’s and allow Mass 50 Props to be built into trusses, these components allow four standard truss depths. Refer also to Section 2.6 for typical through bolt details for Truss Braces.
2.3.2 Section Properties
2.3.3 Load Capacity – Tension & Compression
Additional Notes: (a) The tension capacity can be increased as shown in brackets, if the through bolt/plate detail is used; bearing is taken on the far flange of
the Prop (Refer to Section 2.6.1). (b) Values limited by various factors including Prop web compression, pulling of Prop flange & bolt bearing on Prop flange.
Part No. Width (W) (mm) Height (H) (mm) Length (L) (mm) Material Grade Weight (kg)
TB001 1500 1500 1745 S355 J0 32.8
TB002 1500 2000 2125 S355 J0 37.5
TB003 1500 2500 2545 S355 J0 42.6
TB011 1250 1250 1570 S355 J2 30.7
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
A Ixx Iyy Zxx Zyy Rxx Ryy
Truss Brace (Nett) 80x80x5mm SHS
14.7 137 137 34 34 3.1 3.1
Dimensions Capacities
Part No. Width (W) (mm) Height (H) (mm) Y (mm) A (Deg.) Tension (kN) Compression (kN)
TB001 1500 1500 1250 44 107 (135) 166
TB002 1500 2000 1750 54 93 (117) 161
TB003 1500 2500 2250 61 86 (108) 149
TB011 1500 1500 N/A 45 106 168
2.0 Section Properties, Capacities & Weights
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 11 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.4 Frame Braces
2.4.1 Details
Frame Braces are fabricated from either SHS’s or RHS’s with 20mm thick end plates and allow Mass 50 Props to be built into frames to form towers. These components allow 2No. standard frame widths and 2No. lift heights to be achieved. Refer to Section 2.6 for typical through bolt details for Frame Braces.
2.4.2 Section Properties
Part No. Width (W) (mm) Height (H) (mm) Length (L) (mm) Material Grade Weight (kg)
TB004 3250 3500 4213 S355 J0 99.9
TB005 3250 2500 3571 S275 J0 85.2
TB006 2500 3500 3725 S275 J0 73.0
TB007 2500 2500 2879 S355 J2 61.4
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
A Ixx Iyy Zxx Zyy rxx ryy
TB004 & TB005 (Nett) 150x100x5mm RHS
23.7 739 392 99 79 5.6 4.1
TB006 & TB007 (Nett) 100x100x5mm SHS
18.7 279 279 56 56 3.9 3.9
2.0 Section Properties, Capacities & Weights
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 12 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.4.3 Load Capacity – Tension & Compression
Additional Notes: (a) The tension capacity can be increased as shown in brackets, if the through bolt/plate detail is used; bearing is taken on the far flanges of
the Prop. (b) Values limited by various factors including Prop web compression, pulling of Prop flange & bolt bearing on Prop flange.
Please refer to Table A.
Max. Tension Perpendicular to Prop = 75kN
Max. Compression Perpendicular to Prop = 130kN
Max. Shear in Bolts Parallel with Prop = 119kN
Dimensions Capacities
Part No. Width (W) (mm) Height (H) (mm) X (mm) Y (mm) A (Deg.) Tension (kN) Compression
(kN)
TB004 3250 3500 3000 3250 45 106 (168) 168
TB005 3250 2500 3000 2250 34 90 (157) 157
TB006 2500 3500 2250 3250 54 127 (148) 148
TB007 2500 2500 2250 2250 42 101 (175) 175
2.0 Section Properties, Capacities & Weights
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 13 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.5 Special Application Brace – TB008 2.5.1 Details
TB008 is used for heavily loaded trusses & will generally be used with through tie joints to withstand high-tension loads induced. Fabricated from 150x100x5mm RHS’s (Material Grade S355 J2). Refer to Section 2.6 for typical through bolt details. 2.5.2 Section Properties
2.5.3 Load Capacity – Tension & Compression
Additional Notes:
(a) The tension capacity can be increased as shown in brackets, if the through bolt/plate detail is used.
Part No. Width (W) (mm) Height (H) (mm) Length (L) (mm) Weight (kg)
TB008* 1000 1500 1458 53.0
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
A Ixx Iyy Zxx Zyy rxx ryy
TB008 (Nett) 150x100x5mm RHS
23.7 739 392 99 79 5.6 4.1
Dimensions Capacities
Part No. Width (W) (mm) Height (H) (mm) Y (mm) A (Deg.) Tension (kN) Compression (kN)
TB008 1000 1500 1250 59 131 (161) 161
2.0 Section Properties, Capacities & Weights
* Limited Stock Available
Where: C = Compression
T = Tension
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 14 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
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2.6 Typical Through Bolt Details 2.6.1 Truss Braces
2.6.2 Frame Braces
2.6.3 Special Application Brace – TB008
2.0 Section Properties, Capacities & Weights
Refer to Section 2.3 for Truss Brace details.
Refer to Section 2.4 for Frame Brace details.
Refer to Section 2.5 for TB008 Brace details.
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 15 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.7 Angle Braces & Cleats 2.7.1 Details
Mass 50 Angle Braces are fabricated from 70x70x8mm RSA’s (Material Grade: S275 J0). All standard RSA’s are sized to produce modular towers when fixed to Prop webs with TF001 Web Bracing Cleats.
Part No. Width (W) (mm) Height (H) (mm) Length (L) (mm) Weight (kg)
TA004 1500 2500 2492 22.4
TA008 1500 N/A 1346 11.7
TA013 1500 2000 2084 18.2
TA014 1500 1500 1729 15.0
TA005 1750 3250 3268 28.6
TA020 1750 N/A 1596 13.9
TA021 * 2000 N/A 1846 16.1
TA022 2000 2500 2790 24.4
TA023 2000 2000 2433 21.2
TA010 2500 3000 3494 30.5
TA011 2500 N/A 2346 20.5
TA001 2750 3500 4038 35.3
TA002 2750 2500 3329 29.0
TA003 2750 3250 3848 33.6
TA007 2750 N/A 2596 22.6
TA015 2750 2000 3040 26.5
TA016 2750 1500 2811 24.5
TA017 2750 1750 2916 25.4
TA006 3000 N/A 2846 24.8
TA009 3500 3000 4228 37.9
TA012 3500 N/A 3346 29.2
2.0 Section Properties, Capacities & Weights
* CANNOT be used as a Battened Angle Brace, see Section 2.8 for details.
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 16 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.7.2 Section Properties
2.7.3 Load Capacity – Tension & Compression
2.7.4 Angle Cleats to Prop Flanges
TF014 may be used to fix Angle Braces to Prop flanges, but this will produce non-modular panels - unless special length Angle Braces are manufactured.
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
AGross ANett Ixx / Iyy Ivv Zxx / Zyy Zvv Rxx / Ryy Rvv
Angle Brace 10.7 8.9 47.5 19.7 9.5 7.1 2.1 1.4
Dimensions Panel Horizontal Member Capacity Diagonal Member Capacity
Width (W)
(mm)
Height (H)
(mm)
Angle (A)
(Deg.)
Shear Capacity
(kN) Part No.
PT
(kN) PC
(kN) Part No.
PT
(kN) PC
(kN)
1500 1500 40 50 (50) TA008 50 50 TA014 64 61
1500 2000 51 43 (43) TA008 50 50 TA013 68 43
1500 2500 58 35 (36) TA008 50 50 TA004 68 30
1750 3250 62 32 (32) TA020 50 50 TA005 68 17
2000 2000 41 50 (50) TA021 50 50 TA023 67 31
2000 2500 49 44 (44) TA021 50 50 TA022 68 23
2500 3000 48 33 (45) TA011 50 33 TA010 68 15
2750 1500 23 27 (50) TA007 50 27 TA016 54 23
2750 1750 27 27 (50) TA007 50 27 TA017 56 21
2750 2000 32 27 (50) TA007 50 27 TA015 59 20
2750 2500 39 27 (50) TA007 50 27 TA002 64 15
2750 3250 48 27 (41) TA007 50 27 TA003 68 12
2750 3500 50 27 (43) TA007 50 27 TA001 68 11
3000 N/A N/A N/A TA006 50 23 N/A N/A N/A
3500 3000 38 16 (32) TA012 50 16 TA009 63 10
2.0 Section Properties, Capacities & Weights
Allowable Panel Shear where shear is applied equally to both Props
Limited by compressive load in horizontal member or tensile load in diagonal member
Maximum Horizontal Capacity of TF014 = 30kN
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 17 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.8 Battened Angle Braces
2.8.1 Details
Diagonal & Horizontal Angles Braces may be bolted back to back as shown if required.
2.8.2 Section Properties
2.8.3 Load Capacity – Tension & Compression
Area (cm2) Inertia (cm
4) Section Modulus (cm
3) Radius of Gyration (cm)
AGross ANett Ixx Iyy Zxx Zyy Rxx Ryy
Battened Angle Brace
21.3 17.8 95 240 19 32 2.1 3.4
Dimensions Panel Horizontal Member Capacity Diagonal Member Capacity
Width (W)
(mm)
Height (H)
(mm)
Angle (A)
(Deg.)
Shear Capacity (kN) ‘Direction A’
Shear Capacity (kN) ‘Direction B’
Part No. PT
(kN) PC
(kN) Part No.
PT
(kN) PC
(kN)
1500 1500 40 50 50 TA008 50 50 TA014 65 65
1500 2000 51 50 50 TA008 50 50 TA013 79 79
1500 2500 58 50 50 TA008 50 50 TA004 95 95
1750 3250 62 50 32 TA020 50 50 TA005 105 67
2500 3000 48 50 39 TA011 50 50 TA010 75 58
2750 1500 23 50 50 TA007 50 50 TA016 54 54
2750 1750 27 50 50 TA007 50 50 TA017 56 56
2750 2000 32 50 50 TA007 50 50 TA015 59 59
2750 2500 39 50 50 TA007 50 50 TA002 64 64
2750 3250 48 50 33 TA007 50 50 TA003 75 49
2750 3500 50 50 28 TA007 50 50 TA001 78 44
3000 N/A N/A N/A N/A TA006 50 50 N/A N/A N/A
3500 3000 38 50 31 TA012 50 50 TA009 63 39
2.0 Section Properties, Capacities & Weights
NB: Values are for paired battened angles.
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 18 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings
TF002 – Pivot End
Load Capacity
Compression = 300kN
Tension = 250kN Strength values apply with joint rotation up to
30° from straight (subject to limitations of connection to item below)
30°< angles <75° can be used, but capacities will reduce due to limitations of lower bracket.
TF003 – Adjustable Pivot End
Load Capacity
Compression = 350kN
Tension = 125kN
Strength values apply through all rotations up to 70° from straight (subject to limitations of
connection to item below)
TF016 – 50t Titan Jack
Load Capacity
Compression = 500kN
Tension = 0kN
2.0 Section Properties, Capacities & Weights
NB: In all cases the bolted connection between the End Fitting & Prop, Grillage Beam or Ground
Anchor should be checked for adequate shear & bearing capacity to resist the applied Prop load.
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 19 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings Continued
TF021 – 50t Adjustable End
Load Capacity
Compression = 500kN
Tension = 0kN
Max. Angle due to Joint Rotation is 5° to Perpendicular
TF024 – 500kN Pivot Block
Load Capacity
Compression = 500kN
Tension = 270kN
Strength values apply with joint rotations up to 30° from straight (subject to limitations of
connection to item below)
Angle can go up to 44°, but capacities will reduce due to limitations of lower bracket.
2.0 Section Properties, Capacities & Weights
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 20 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings Continued
TF004 Truss Fixing Cleat
TF005 Angle Bracing Pack
TF006 Through Tie Washer Plate
TF007/008/009 3/10/15mm Shim Plates
TF010 Wall Plate
TF011 Wall Plate Flange Angle
TF012 Baseplate (Single)
TF013 Baseplate (Double)
TF015 Gallows Bracket
2.0 Section Properties, Capacities & Weights
220
150
40
40
90x90x12 RSA
4No. Ø22
350
450
200
30
100x100x12 RSA
5No. Ø22
25mm
450
500
150
350
350
102
252
402
6No. Ø3016No. Ø22 CSK
150
350
450
350
450
8No. Ø30
8No. Ø22 CSK
25mm
150
350
450
200
360
450
150
14No. Ø22150
10
90
150
150
250
250
Ø606No. Ø22
3/10/15mm
10mm
150
150
Ø18
60
60
Ø22
12mm10mm
150
150
Ø18
350
450
200
360
450
150
14No. Ø22150
10
90
150
150
250
250
Ø606No. Ø22
3/10/15mm
3No.
70x70x8 RSA
750
1000
100150450 140
550
150
100
150
7No. Ø24
Holes
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 21 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings Continued
TF017 MAT 75 Transfer Plate (Single)
TF018 Half Coupler
TF019 MAT 75 Transfer Plate (Double)
TF020 850mm Grillage Beam Flange Cover
TF026 HYMAT Transfer Plate
TF028 1250mm Grillage Beam Flange Cover
TF029 HYMAT Head / Base / Titan Plate
TF029A HYMAT Head / Base / Titan Plate Modified
TF032 Access Bracket
2.0 Section Properties, Capacities & Weights
16No Ø224No Ø22 CSK
406
406
344
344
150
150
172
172
20mm
4No Ø22
850
250
150
150
15mm
350
650150
250
20mm
2No Ø18 CSK
250
180
2No Tapped
M20 Holes
150
250
20mm
250
150
3No Tapped
M20 Holes
3No Holes Ø18
CSK Equi-spaced
on 180 P.C.D
150
250
20mm
250
150
3No Tapped
M20 Holes
3No Holes Ø18
CSK Equi-spaced
on 180 P.C.D
170
2No Tapped
M16 Holes
150
250
20mm
250
150
3No Tapped
M20 Holes
3No Holes Ø18
CSK Equi-spaced
on 180 P.C.D
170
2No Tapped
M16 Holes
150
250
20mm
2No Ø18 CSK
250
180
2No Tapped
M20 Holes
150
250
20mm
250
150
3No Tapped
M20 Holes
3No Holes Ø18
CSK Equi-spaced
on 180 P.C.D
20No Ø22
1250
300
150
850
650
15mm
350
1150
150
M12
M20
Ø50
250
76
200
250
100 1060
20 1190
4No Ø22
8No Ø22 CSK
406
500
344
344
100
150
20mm
400
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 22 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings Continued
TF034 Gallows Angle Hanger 1.0m
TF035 45 Deg. Stool Unit
TF038 Fixing Plate
TF040 Short Flange Cover
TF041 Baseplate
TPFP10 M50 / M25 Connector
TPMT10 M50 / MAT125 Connector
2.0 Section Properties, Capacities & Weights
15mm
485
15mm
16No
Ø22 Holes
45°
35150100150
300
100
150
330150
150
250
15
20mm
406
406
4No. Ø22 CSK
20No. Ø26
344
172
344
172
258
258
15mm
485
15mm
16No
Ø22 Holes
45°
35150100150
300
100
150
330150
150
250
15
15mm
500
300
400
100
150
8No. Ø22
250
6No. Ø18
100
70
250
150
150 120
50
6No. Ø22
250
100
165
250
150
150 165
6No. Ø22 4No. Ø22
300
950
50
30
70x70x8 RSA
3No. Ø22
900
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 23 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
Part No. Description Weight
(Kg) Part No. Description
Weight (Kg)
TA001 Diagonal Angle Brace (2750W x 3500H) 35.3 TF013 Baseplate - Double 44.2
TA002 Diagonal Angle Brace (2750W x 2500H) 29.0 TF014 Flange Bracing Cleat 6.6
TA003 Diagonal Angle Brace (2750W x 3250H) 33.6 TF015 Gallows Bracket 22.5
TA004 Diagonal Angle Brace (1500W x 2500H) 22.4 TF016 Modified 50t Titan Jack 43.4
TA005 Diagonal Angle Brace (1750W x 3250H) 28.6 TF017 MAT 75 Transfer Plate - Single 25.9
TA006 Horizontal Angle Brace (3000W) 24.8 TF018 Half Coupler 1.0
TA007 Horizontal Angle Brace (2750W) 22.6 TF019 MAT 75 Transfer Plate - Double 32.7
TA008 Horizontal Angle Brace (1500W) 11.7 TF020 850mm Grillage Beam Flange Cover 24.5
TA009 Diagonal Angle Brace (3500W x 3000H) 37.9 TF021 50t Adjustable End 26.3
TA010 Diagonal Angle Brace (2500W x 3000H) 30.5 TF022 Pier Clamping Plate 21.4
TA011 Horizontal Angle Brace (2500W) 20.5 TF023 Heavy Duty Pier Clamping Member 56.9
TA012 Horizontal Angle Brace (3500W) 29.2 TF024 500kN Pivot Block 44.3
TA013 Diagonal Angle Brace (1500W x 2000H) 18.2 TF025 Extended Bearing Stool 23.2
TA014 Diagonal Angle Brace (1500W x 1500H) 15.0 TF026 HYMAT Transfer Plate 10.1
TA015 Diagonal Angle Brace (2750W x 2000H) 26.5 TF027 Mass 50 / RSJ Clamp 3.3
TA016 Diagonal Angle Brace (2750W x 1500H) 24.5 TF028 1250mm Grillage Beam Flange Cover 43.4
TA017 Diagonal Angle Brace (2750W x 1750H) 25.4 TF029 HYMAT Head / Base / Titan Plate 10.2
TA020 Horizontal Angle Brace (1750W) 13.9 TF029A HYMAT Head / Base / Titan Plate Modified 10.2
TA021 Horizontal Angle Brace (2000W) 16.1 TF030 Light Duty Pier Clamping Plate 23.7
TA022 Diagonal Angle Brace (2000W x 2500H) 24.4 TF031 Bearing Plate 11.1
TA023 Diagonal Angle Brace (2000W x 2000H) 21.2 TF032 Access Bracket 29.4
TF033 Long Heavy Duty Pier Clamping Member 71.2
TB001 Truss Brace (1500W x 1500H) 32.8 TF034 Gallows Angle Hanger 1.0m 7.9
TB002 Truss Brace (1500W x 2000H) 37.5 TF035 45 Deg. Stool Unit 38.0
TB003 Truss Brace (1500W x 2500H) 42.6 TF037 90 Deg. Pivot 40.2
TB004 Frame Brace (3250W x 3500H) 99.9 TF038 Fixing Plate 24.0
TB005 Frame Brace (3250W x 2500H) 85.2 TF040 Short Flange Cover 17.3
TB006 Frame Brace (2500W x 3500H) 73.0 TF041 Baseplate 23.2
TB007 Frame Brace (2500W x 2500H) 61.4
TB008 Heavy Duty Truss Brace (1000W x 1500H) 53.0 TG001 2000mm Grillage Beam 262.1
TB011 Knee Brace (1250W x 1250H) 30.7 TG002 3500mm Grillage Beam 444.8
TG003 5000mm Grillage Beam 629.1
TF001 Web Bracing Cleat 5.4 TG004 1000mm Grillage Beam 139.2
TF002 Pivot End 30.5
TF003 Adjustable Pivot End 30.0 TP010 100mm Prop Unit 17.0
TF004 Truss Fixing Cleat 4.0 TP025 250mm Prop Unit 22.5
TF005 Angle Bracing Pack 0.3 TP050 500mm Prop Unit 32.1
TF006 Through Tie Washer Plate 1.8 TP100 1000mm Prop Unit 52.2
TF007 3mm Prop Shim 1.4 TP150 1500mm Prop Unit 70.6
TF008 10mm Prop Shim 4.7 TP200 2000mm Prop Unit 90.9
TF009 15mm Prop Shim 7.1 TP250 2500mm Prop Unit 110.5
TF010 Wall Plate 18.8 TP300 3000mm Prop Unit 130.3
TF011 Wall Plate Flange Angle 8.2 TPFP10 M50 / M25 Connector 17.7
TF012 Baseplate - Single 39.9 TPMT10 M50 / MAT125 Connector 17.5
3.0 Equipment List
T E C H N I C A L D A T A S H E E T
Mass 50
Document Ref: TDSM50 Page No. 24 of 24 THE INFORMATION ON THIS DATA SHEET REMAINS THE PROPERTY OF MABEY HIRE
LTD. AND IS NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. WE RESERVE THE RIGHT TO AMEND THIS DATA AT ANY TIME WITHOUT PRIOR
NOTICE AND YOU SHOULD THEREFORE CHECK OUR WEBSITE TO ESTABLISH ITS VALIDITY .
Issue No: 04 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Nov. 2014
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
NB: All bolts are Grade 8.8, Washers to be ordered separately & used under the Nut only, unless stated otherwise by MH Engineers.
Connection Type Bolt Details
Prop Flange (TP) to Prop Flange (TP) M20 x 40 Bolt, Nut & Washer
Prop Flange (TP) Prop Flange (TP) Prop Flange (TP) Prop Flange (TP) Prop Flange (TP)
Prop Flange / Web (TP) Angle Bracing (TA)
to to to to to to to
Prop End (TP) Truss Brace (TB) Truss Fixing Cleat (TF004) Wall Plate (TF010) Adjustable End (TF003/021) Bracing Cleat (TF001/014) Bracing Cleat (TF001/014)
M20 x 45 Bolt, Nut & Washer
Prop Flange (TP) Wall Plate (TF010) Wall Plate (TF010)
Bracing Cleat (TF001/014) Prop Flange (TP)
to to to to to
Frame Brace (TB004/005/006/007) Prop End (TP) Wall Plate Flange Angle (TF011) Grillage Web (TG) Pivot Unit (TF024)
M20 x 50 Bolt, Nut & Washer
Prop End (TP) Prop Flange (TP)
Double Angle (TA) Prop End (TP)
Angle Brace (TA)
to to to to to
Prop End (TP) Pivot End (TF002) Cleat or Pack (TF001/014/005) Adjustable End (TF003/021) Angle Brace (TA)
M20 x 55 Bolt, Nut & Washer
Prop End (TP) to Grillage Flange (TG) M20 x 60 Bolt, Nut & Washer
Prop End (TP) Grillage Flange / End (TG)
Grillage Flange (TG)
to to to
Pivot End (TF002) Grillage Flange / End (TG) Pivot Unit (TF024)
M20 x 65 Bolt, Nut & Washer
Prop End (TP) to Transfer plate (TF017/019) M20 x 65 CSK Bolt, Nut & Washer
Prop End (TP) to Baseplate (TF012/013) M20 x 70 CSK Bolt, Nut & Washer
4.0 Bolt Application Table
top related