Technical Mass 50 Mass 25 Data MAT 125 Sheet - Mabey …support.mabeyhire.co.uk/edata/data/Technical Data Sheets/TDSM50... · technical data sheet mass 50 document ref: tdsm50 page

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: [email protected] Website: www.mabeyhire.co.uk

Mass 25

Mass 50 MAT 125

Superprop Hydraulics

Quickbridge MU Falsework

MU Bridging Compact Bridging BarrierGuard 800

Instrumentation


Mass 50







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


Mass 50







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


Mass 50







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


Mass 50







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


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


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


Mass 50







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.


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


Mass 50







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




Mass 50







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



Mass 50








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.





Nett 112.7 14627 4905 1097 379 11.4 6.6

Gross 136.4 17510 5928 1313 458 11.3 6.6


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


Fig. A

Fig. B

Fig. C

* Bending & Shear not coincident


* Limited by section properties


Mass 50







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.


2.3.3 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




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



Mass 50







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.


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





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



Mass 50








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


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



Mass 50







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


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





TB008 (Nett) 150x100x5mm RHS

23.7 739 392 99 79 5.6 4.1


Part No. Width (W) (mm) Height (H) (mm) Y (mm) A (Deg.) Tension (kN) Compression (kN)

TB008 1000 1500 1250 59 131 (161) 161


* Limited Stock Available

Where: C = Compression

T = Tension


Mass 50







2.6 Typical Through Bolt Details 2.6.1 Truss Braces

2.6.2 Frame Braces

2.6.3 Special Application Brace – TB008


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.


Mass 50







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


* CANNOT be used as a Battened Angle Brace, see Section 2.8 for details.


Mass 50









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.




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


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


Mass 50







2.8 Battened Angle Braces

2.8.1 Details

Diagonal & Horizontal Angles Braces may be bolted back to back as shown if required.






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


NB: Values are for paired battened angles.


Mass 50







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


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.


Mass 50







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.



Mass 50








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


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


Mass 50








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


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


Mass 50








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


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


Mass 50







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



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


Mass 50







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)


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)


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)


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

Documents

Technical Mass 50 Mass 25 Data MAT 125 Sheet - Mabey …support.mabeyhire.co.uk/edata/data/Technical Data Sheets/TDSM50... · technical data sheet mass 50 document ref: tdsm50 page