technical mass 50 mass 25 data mat 125 sheet - mabey inc. · 2.0 section properties, ... design...
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T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 1 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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: [email protected] Website: www.mabeyhire.co.uk
Mass 25
Mass 50 MAT 125
Superprop Hydraulics
Quickbridge MU Falsework
MU Bridging Compact Bridging BarrierGuard 800 Instrumentat ion
Eurocode Compliant
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 2 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 5
2.1 Props 5 2.2 Grillage Beams 9 2.3 Truss Braces 11 2.4 Frame Braces 12 2.5 Special Application Brace – TB008 14 2.6 Typical Through Bolt Details 15 2.7 Angle Braces & Cleats 16 2.8 Battened Angle Braces 18 2.9 Adjustable Ends & Fittings 19
3.0 Equipment List 24 4.0 Bolt Application Table 25
Contents
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 3 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 and structural steelwork design, to safely design structures incorporating Mass 50. Design Standards
The resistance values given in this data sheet have been calculated in accordance with the latest revisions of the following Eurocode Standards:
BS EN 1993-1-1:2005 incl. corrigenda Feb 2006 and April 2009
BS EN 1993-1-3:2006 incl. corrigendum Nov 2009
BS EN 1993-1-5:2006 incl. corrigendum April 2009
BS EN 1993-1-8:2005 incl. corrigenda Dec 2005, Sept 2006, July 2009 and Aug 2010 Design Philosophy
The British Standard method of permissible stress design has been replaced by the Eurocode limit state design method, which utilises a partial factor method. The principles of the Eurocode design method are outlined below. The design value of an action effect shall not exceed the corresponding design resistance of the element:
Where:
Fd = ƔF x Fk
Rd = Rk / ƔM
Fd is the design value of an action (be that a force,
moment, or shear etc.)
Rd is the design value of the resistance (be that a force,
moment, or shear etc.)
Fk is the characteristic value of an action (such as dead
load, live load etc.)
Rk is the characteristic value of the resistance (e.g. axial
capacity)
ƔF is the partial factor for actions ƔM is the partial factor for a material property
This data sheet gives Safe Working Capacities by assuming a ƔF value of 1.50.
ƔM is used in accordance with the Eurocodes.
Please refer to further details on the following page.
Fd ≤ Rd
1.0 Introduction
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 4 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
How this Eurocode Data has been Established
This data sheet gives Safe Working Capacities that may be compared to actual loads/effects. Mabey Hire have chosen not to publish “Design Resistance” values because they could lead to errors and unsafe designs due to:-
Values being mistaken for SWL values (major risk)
The risk of low Partial Factors being used in certain circumstances resulting in overall Factor of Safety (FOS) values of < 1.40, inappropriate for Temporary Works
The “Characteristic Resistances” of all the products have been assessed in detail in accordance with the Eurocodes. Where the values have been influenced by the results of testing, the use of the test data has also been carried out in accordance with the requirements of the Eurocodes. Diagram Illustrating Factors
Safe working capacities in this data sheet are the lesser of these two values.
How to Use the Technical Data Sheet
a) Use SWL values straight from the data sheet. In cases where the Eurocodes specify ƔF > 1.50 (e.g. certain rail and
wind actions) then method (b) below should be adopted. Or
b) Providing that Actions (Loads) have been multiplied by ƔF (Load Factors) to produce “Design Load Effects”, then
tabulated values may be multiplied by 1.50 to give minimum “Design Resistances” and compared to the Design Load Effect.
Minimum FOS
When using method (b), Mabey Hire imposes a minimum ƔF x ƔM of 1.60.
This is to eliminate lower FOS values that would be inappropriate for Temporary Works. We recommend that you contact Mabey Hire engineers for guidance.
1.0 Introduction
Rk
ƔM x (ƔF = 1.50)
Mabey Strength
Min FoS = 2.0
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 5 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 (Safe Working Values)
* Limited Stock Available
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 6 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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2.1.2 Section Properties
2.1.3 Weighted Average for Deflection Calculations
2.1.4 Resistance - Axial
Refer to Chart A for the compressive resistance for a given effective length of the member. The values below are based on a 2.5m effective length.
2.1.5 Prop Resistance – 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 resistance may be limited by the local resistance of the End Plate & Channels. 2.1.6 Loading Resistance – Bending and Shear
Refer to Chart B for the bending resistance for a given effective length of member.
2.1.7 Load Resistance – Local Load Capacity
Area (cm2) Inertia (cm4) Section Modulus (cm3) Radius of Gyration (cm)
A Iy Iz Wel,y Wel,z iy iz
Net 38.2 3501 2027 280 162 9.6 7.3
Gross 47.0 4273 2340 342 187 9.5 7.1
Area (cm2) Inertia (cm4)
A Iy Iz
Weighted Average 45.5 4138 2285
Compression Resistance Tension Resistance
Axial Load
No Eccentricity Eccentricity 25mm y-y
Eccentricity 25mm z-z
Using 4No. Bolts (Gr. 8.8)
Using 6No. Bolts (Gr. 8.8)
Axial Compression
Resistance (kN) 600 410 350 230 350
Full
Section Bolted Joint
(4No. Bolts Gr. 8.8) Bolted Joint
(6No. Bolts Gr. 8.8)
Bending Major Axis (y-y) kNm 50 25 35
Bending Minor Axis (z-z) kNm 30 20 25
Shear Major Axis (y-y) kN 210 200 210*
Shear Minor Axis (z-z) kN 150 150* 150*
Tension Compression
Load on Flange (y-y) kN 63 (130 using through bolts) Refer to Table A
Load on Web (z-z) kN 50 65
2.0 Section Properties, Capacities & Weights (Safe Working Values)
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 shear resistance
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 7 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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2.1.8 Load Resistance – Axial & Bending Resistance
Horizontal Prop curve includes for self-weight, debris, 10% axial offset of section depth & 10kN accidental load.
NB: 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 (Safe Working Values)
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 8 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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Resistances on Flanges of Prop Table A – Local transverse resistance of web
Load Case Type Resistance
Load Case 1 – Single Load / Reaction OR Two Opposite Loads or Reactions, at the Free End Single = 170kN
Opposite = 150kN
Load Case 2 – Single Load / Reaction OR Two Opposite Loads or Reactions, far from Free End 130kN
Load Case 3 – Use of 406mm x 20mm Thick Bearing Plate, far from Free End 135kN
Load Case 4 – Direct Tension Load Through 4No. Bolts in Prop Flange, far from Free End 75kN
Load Case 5 – Through Bolt Detail with Min. 250x250x10mm Plt. on the Opposite Flange, far from Free End 130kN
2.0 Section Properties, Capacities & Weights (Safe Working Values)
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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 9 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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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 (Safe Working Values)
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 10 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance – Bending & Shear
2.2.5 Load Resistance – 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 (cm4) Section Modulus (cm3) Radius of Gyration (cm)
A Iy Iz Wel,y Wel,z Iy Iz
Net 112.7 14627 4905 1097 379 11.4 6.6
Gross 136.4 17510 5928 1313 458 11.3 6.6
Area (cm2) Inertia (cm4)
A Iy Iz
Weighted Average 132.2 17003 5748
Section y-y Joint End Plate
Capacity y-y
Joint with TF020 Cover Plate in Tension
(6 Bolts Each Side)
Joint with TF028 Cover Plate in Tension
(10 Bolts Each Side)
Bending Resistance (kNm)
170 (Assuming Effective Length of 2.0m)
25 55 90
Shear Resistance (kN) 270 200* 200* 200*
Bearing Resistance (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 (Safe Working Values)
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 shear resistance of end plate bolts
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 11 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance – Tension & Compression
Additional Notes: (a) The tension resistance 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, and pulling of 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 (cm4) Section Modulus (cm3) Radius of Gyration (cm)
A Iy Iz Wel,y Wel,z iy iz
Truss Brace (Nett) 80x80x5mm SHS
14.7 137 137 34 34 3.1 3.1
Dimensions Resistance
Part No. Width (W) (mm) Height (H) (mm) Y (mm) A (Deg.) Tension (kN) Compression (kN)
TB001 1500 1500 1250 44 90 (135) 166
TB002 1500 2000 1750 54 78 (117) 160
TB003 1500 2500 2250 61 72 (108) 149
TB011 1500 1500 N/A 45 90 (106) 168
2.0 Section Properties, Capacities & Weights (Safe Working Values)
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 12 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 (cm4) Section Modulus (cm3) Radius of Gyration (cm)
A Iy Iz Wel,y Wel,z iy iz
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 (Safe Working Values)
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 13 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.4.3 Load Resistance – Tension & Compression
Additional Notes: (a) The tension resistance 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 & buckling of the section.
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 Resistance
Part No. Width (W) (mm) Height (H) (mm) X (mm) Y (mm) A (Deg.) Tension (kN) Compression
(kN)
TB004 3250 3500 3000 3250 45 90 (168) 168
TB005 3250 2500 3000 2250 34 76 (157) 157
TB006 2500 3500 2250 3250 54 106 (148) 148
TB007 2500 2500 2250 2250 42 85 (175) 175
2.0 Section Properties, Capacities & Weights (Safe Working Values)
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 14 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance – Tension & Compression
Additional Notes:
(a) The tension resistance 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 (cm4) Section Modulus (cm3) Radius of Gyration (cm)
A Iy Iz Wel,y Wel,z iy iz
TB008 (Net) 150x100x5mm RHS
23.7 739 392 99 79 5.6 4.1
Dimensions Resistance
Part No. Width (W) (mm) Height (H) (mm) Y (mm) A (Deg.) Tension (kN) Compression (kN)
TB008 1000 1500 1250 59 92 (161) 161
2.0 Section Properties, Capacities & Weights (Safe Working Values)
* 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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 15 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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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 (Safe Working Values)
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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 16 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 (Safe Working Values)
* 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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 17 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance – 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 (cm4) Section Modulus (cm3) Radius of Gyration (cm)
AGross ANett Iy / Iz Iv Wel,y / Wel,z Wel,v iy / iz iv
Angle Brace 10.7 8.9 47.5 19.7 9.5 7.1 2.1 1.4
Dimensions Panel Horizontal Member Resistance Diagonal Member Resistance
Width (W)
(mm)
Height (H)
(mm)
Angle (A)
(Deg.)
Shear Resistance
(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 66 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 58 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 (Safe Working Values)
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 Resistance of TF014 = 30kN
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 18 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance – Tension & Compression
Area (cm2) Inertia (cm4) Section Modulus (cm3) Radius of Gyration
(cm)
AGross ANett Iy Iz Wel,y Wel,z iy iz
Battened Angle Brace
21.3 17.8 95 240 19 32 2.1 3.4
Dimensions Panel Horizontal Member Resistance Diagonal Member Resistance
Width (W)
(mm)
Height (H)
(mm)
Angle (A)
(Deg.)
Shear Resistance (kN)
‘Direction A’
Shear Resistance (kN)
‘Direction B’ Part No.
PT
(kN) PC
(kN) Part No.
PT
(kN) PC
(kN)
1500 1500 40 50 50 TA008 50 50 TA014 64 64
1500 2000 51 50 46 TA008 50 50 TA013 78 73
1500 2500 58 50 34 TA008 50 50 TA004 94 64
1750 3250 62 50 24 TA020 50 50 TA005 104 50
2500 3000 48 50 31 TA011 50 50 TA010 74 46
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 46 TA007 50 50 TA015 58 54
2750 2500 39 50 38 TA007 50 50 TA002 64 50
2750 3250 48 50 28 TA007 50 50 TA003 74 42
2750 3500 50 50 25 TA007 50 50 TA001 78 39
3000 N/A N/A N/A N/A TA006 50 50 N/A N/A N/A
3500 3000 38 50 29 TA012 50 50 TA009 62 37
2.0 Section Properties, Capacities & Weights (Safe Working Values)
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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 19 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance
Compression = 280kN
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
resistances will reduce due to limitations of lower bracket.
TF003 – Adjustable Pivot End
Load Resistance
Compression = 350kN
Tension = 125kN
Strength values apply through all rotations up to 70° from straight (subject to limitations of
connection to item below)
2.0 Section Properties, Capacities & Weights (Safe Working Values)
NB: In all cases the bolted connection between the End Fitting & Prop, Grillage Beam or Ground
Anchor should be checked for adequate shear & bearing resistance 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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 20 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 Resistance
Compression = 500kN
Tension = 0kN
Max. Angle due to Joint Rotation is 5° to Perpendicular
TF024 – 500kN Pivot Block
Load Resistance
Compression = 500kN
Tension = 240kN
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 resistances will reduce due to limitations of lower bracket.
2.0 Section Properties, Capacities & Weights (Safe Working Values)
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 21 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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
TF007A/008A/009A 3/10/15mm Slotted Shim Plates
TF010 Wall Plate
TF011 Wall Plate Flange Angle
TF012 Baseplate (Single)
TF013 Baseplate (Double)
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
150
150
250
250
Ø60 2No. Ø22
3/10/15mm
2No. Ø22 Slots
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 22 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings Continued
TF015 Gallows Bracket
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
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
650
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
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.D20No Ø22
1250
300
150
850
650
15mm
350
1150
150
M12
M20
Ø50
3No.
70x70x8 RSA
750
1000
100150450 140
550
150
100
150
7No. Ø24
Holes
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 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 23 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
www. mabeyh i r e . co .uk ac t i on@mabeyh i r e . co . uk
2.9 Adjustable Ends & Fittings Continued
TF032
Access Bracket
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
76
200
250
100 1060
20 1190
300
950
50
30
70x70x8 RSA
3No. Ø22
900
250
100
165
250
150
150 165
6No. Ø22 4No. Ø22
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 24 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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 TF012 Baseplate - Single 39.9
TA002 Diagonal Angle Brace (2750W x 2500H) 29.0 TF013 Baseplate - Double 44.2
TA003 Diagonal Angle Brace (2750W x 3250H) 33.6 TF014 Flange Bracing Cleat 6.6
TA004 Diagonal Angle Brace (1500W x 2500H) 22.4 TF015 Gallows Bracket 22.5
TA005 Diagonal Angle Brace (1750W x 3250H) 28.6 TF016 Modified 50t Titan Jack 43.4
TA006 Horizontal Angle Brace (3000W) 24.8 TF017 MAT 75 Transfer Plate - Single 25.9
TA007 Horizontal Angle Brace (2750W) 22.6 TF018 Half Coupler 1.0
TA008 Horizontal Angle Brace (1500W) 11.7 TF019 MAT 75 Transfer Plate - Double 32.7
TA009 Diagonal Angle Brace (3500W x 3000H) 37.9 TF020 850mm Grillage Beam Flange Cover 24.5
TA010 Diagonal Angle Brace (2500W x 3000H) 30.5 TF021 50t Adjustable End 26.3
TA011 Horizontal Angle Brace (2500W) 20.5 TF022 Pier Clamping Plate 21.4
TA012 Horizontal Angle Brace (3500W) 29.2 TF023 Heavy Duty Pier Clamping Member 56.9
TA013 Diagonal Angle Brace (1500W x 2000H) 18.2 TF024 500kN Pivot Block 44.3
TA014 Diagonal Angle Brace (1500W x 1500H) 15.0 TF025 Extended Bearing Stool 23.2
TA015 Diagonal Angle Brace (2750W x 2000H) 26.5 TF026 HYMAT Transfer Plate 10.1
TA016 Diagonal Angle Brace (2750W x 1500H) 24.5 TF027 Mass 50 / RSJ Clamp 3.3
TA017 Diagonal Angle Brace (2750W x 1750H) 25.4 TF028 1250mm Grillage Beam Flange Cover 43.4
TA020 Horizontal Angle Brace (1750W) 13.9 TF029 HYMAT Head / Base / Titan Plate 10.2
TA021 Horizontal Angle Brace (2000W) 16.1 TF029A HYMAT Head / Base / Titan Plate Modified 10.2
TA022 Diagonal Angle Brace (2000W x 2500H) 24.4 TF030 Light Duty Pier Clamping Plate 23.7
TA023 Diagonal Angle Brace (2000W x 2000H) 21.2 TF031 Bearing Plate 11.1
TF032 Access Bracket 29.4
TB001 Truss Brace (1500W x 1500H) 32.8 TF033 Long Heavy Duty Pier Clamping Member 71.2
TB002 Truss Brace (1500W x 2000H) 37.5 TF034 Gallows Angle Hanger 1.0m 7.9
TB003 Truss Brace (1500W x 2500H) 42.6 TF035 45 Deg. Stool Unit 38.0
TB004 Frame Brace (3250W x 3500H) 99.9 TF037 90 Deg. Pivot 40.2
TB005 Frame Brace (3250W x 2500H) 85.2 TF038 Fixing Plate 24.0
TB006 Frame Brace (2500W x 3500H) 73.0 TF040 Short Flange Cover 17.3
TB007 Frame Brace (2500W x 2500H) 61.4 TF041 Baseplate 23.2
TB008 Heavy Duty Truss Brace (1000W x 1500H) 53.0
TB011 Knee Brace (1250W x 1250H) 30.7 TG001 2000mm Grillage Beam 262.1
TG002 3500mm Grillage Beam 444.8
TF001 Web Bracing Cleat 5.4 TG003 5000mm Grillage Beam 629.1
TF002 Pivot End 30.5 TG004 1000mm Grillage Beam 139.2
TF003 Adjustable Pivot End 30.0
TF004 Truss Fixing Cleat 4.0 TP010 100mm Prop Unit 17.0
TF005 Angle Bracing Pack 0.3 TP025 250mm Prop Unit 22.5
TF006 Through Tie Washer Plate 1.8 TP050 500mm Prop Unit 32.1
TF007 3mm Prop Shim 1.4 TP100 1000mm Prop Unit 52.2
TF007A 3mm Slotted Shim Plates 1.3
TP150 1500mm Prop Unit 70.6
TF008 10mm Prop Shim 4.7 TP200 2000mm Prop Unit 90.9
TF008A 10mm Slotted Shim Plates 4.6
TP250 2500mm Prop Unit 110.5
TF009 15mm Prop Shim 7.1 TP300 3000mm Prop Unit 130.3
TF009A 15mm Slotted Shim Plates 7.0
TPFP10 M50 / M25 Connector 17.7
TF010 Wall Plate 18.8 TPMT10 M50 / MAT125 Connector 17.5
TF011 Wall Plate Flange Angle 8.2
3.0 Equipment List
T E C H N I C A L D A T A S H E E T
Mass 50 (Eurocodes)
Document Ref: EC-TDSM50 Page No. 25 of 25 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: 02 Further Information Tel: +44 (0) 1942 725 343
Issue Date: Jan. 2015
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