Technical Data Sheet Products

Transcription

1 Technical Data Sheet Products Mass 25 Mass 50 Superprop Hydraulics Quickbridge MU Falsework MU Bridging Compact Bridging BarrierGuard 800 Mabey Hire Ltd. Structural Support & Bridging Bridge House, Strange Road, Garswood, Lancashire WN4 0RX United Kingdom Telephone: +44 (0) Facsimile: +44 (0) Website: Document Ref: TDSMAT Page No. 1 of mabey.com 1

2 Contents Index Reference Description Page No. Title Page 1 Contents Introduction Section Properties, Capacities & Weights Columns, Stools & Spacers Grillage Beams Base / Header Beam MT Heavy Duty Header Beam MT Heavy Duty Header Beam MT Heavy Duty Header Beam MT Bracing Adjustable Ends & Fittings Hymat Jacks Equipment List Bolt Application Table 28 Document Ref: TDSMAT Page No. 2 of 28 2 mabey.com

3 1.0 Introduction 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 our MAT 75 and MAT 125 Systems. Design Codes MAT 75 is a modular system (previously known as L-Trestle or Military Trestling), MAT 125 is similar to, but has greater capacity than the MAT 75 system. This system is also modular and MAT 125 Columns are fully compatible with MAT 75 Bracing and Grillage items. Both systems are for use primarily in temporary works, and as such complies with the following codes: BS 449:1969 inc Amendment - Specification for the use of Structural Steel in Buildings BS 5975: Code of Practice for Temporary Works Procedures and the Permissible Stress Design of Falsework Due to its robustness and versatility, MAT 75 and MAT 125 have also become increasingly used for the temporary support of permanent highway structures during their strengthening and repair. In order to comply with Highways Agency Technical Approval Procedures, the more onerous requirements of the following two codes have been adopted: In the production of this manual, BS 5400: Part 3:2000 Code of Practice for the Design of Steel Bridges analysis has been carried out to the BS 5950: Part 1:2000 and Part 5: Structural use of Steelwork in Buildings latest revisions of these codes. Eurocodes The equipment is currently being assessed to Eurocodes. Strengths relating to these codes will be published in a future revision to this document. Please refer to Mabey Hire engineering team for the latest information. Safe Working Loads The safe working loads for members and 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 capacities are given as allowable working loads / strengths. In addition, the stated capacities maintain the factors of safety imposed by both BS 5400 and BS Technical Data The technical data provided within this data sheet concerns the strengths of the individual members and joints. MAT 75 and MAT 125 is most frequently used as a tower, where consideration will need to be given to: The overall height and configuration of the tower The method of application of the load Product Use For the handling and use of MAT 75 and MAT 125, please refer to the Product Information and Use Sheet ref. PIUMAT. Document Ref: TDSMAT Page No. 3 of mabey.com 3

4 2.0 Section Properties, Capacities & Weights 2.1 Columns, Stools & Spacers Details - Columns Units The Column Unit forms the basis of the MAT 75 and MAT 125 Systems. MAT 75 Columns are fabricated from 254x76x28kg/m RSC sections (Material Grade: S275 JR) which are battened toe to toe to form a box section of 273mm overall. MAT 125 Columns are fabricated from C10x25lb/ft (USA) RSC sections (Material Grade S355 J2 G3) battened toe to toe to form a box section of 274x273mm overall. MAT 75 & MAT 125 Columns are available in heights ranging from 0.6m to 3.6m, and are provided with 22mm diameter holes in the RSC flanges and the batten & end plates to allow connection of Grillage, Bracing & Auxiliary Components using M20 bolts. Length (mm) MAT 75 Weight (Kg) MAT 125 Weight (Kg) 610 MT MT MT MT MT MT MT N/A MT MT MT MT Document Ref: TDSMAT Page No. 4 of 28 4 mabey.com

5 2.0 Section Properties, Capacities & Weights Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx I yy Z xx Z yy r xx r yy MAT 75 Nett MAT 75 Gross MAT 125 Nett MAT 125 Gross Load Capacity - Axial For general design purposes the nominal axial capacity is given in Chart A of compressive capacity for a given effective length of the member. The values below are based on a 4.0m effective length. MAT 75 Axial Load Capacity (kn) MAT 125 Axial Load Capacity (kn) Axial Load No Eccentricity Compression Capacity Eccentricity 25mm x-x Eccentricity 25mm y-y Using 4No. Bolts (Gr. 8.8) Tension Capacity Using 8No. Bolts (Gr. 8.8) Using 12No. Bolts (Gr. 8.8) Column Capacity End Details Application of the load of the ends of the Columns should be through a standard MAT 75 or MAT 125 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 Column End Plate. Otherwise the capacity may be limited by the load capacity of the End Plate & Channels Loading Capacity Bending and Shear For general design purposes, refer to Chart B. Full Section MAT 75 Full Section MAT 125 Bending Major Axis (x-x) knm Bending Minor Axis (y-y) knm Shear Major Axis (x-x) kn Shear Minor Axis (y-y) kn 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 Load Capacity Local Load Capacity at Bracing locations Tension Compression MAT 75 MAT 125 MAT 75 MAT 125 Load on Flange (x-x) kn 41 (33) 62 (33) (57) (73) Load on Web (y-y) kn 36 (33) 132 (33) (51) (135) Figures in bracket if load applied via Bracing T bracket MT151 Document Ref: TDSMAT Page No. 5 of mabey.com 5

6 2.0 Section Properties, Capacities & Weights Load Capacity Axial & Bending Capacity 1600 Chart A Axial Prop Capacity (Vertical Props) 1400 Compressive Load (kn) Effective 4 Length 5 (m) NB: Capacity may be increased for short Column 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 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. Note on Column to Column Connections Where column lengths are made up from a number of column units bolted together, due consideration should be given to the strength of the bolted joint which will be dependent on the quantity and orientation of the bolts used. See page 7 for details Chart B Bending Capacity Bending Moment (knm) Effective Length (m) Document Ref: TDSMAT Page No. 6 of 28 6 mabey.com

7 2.0 Section Properties, Capacities & Weights Column to Column Joint Strength Where: Pt = Tension Capacity M = Moment Capacity V = Shear Capacity Document Ref: TDSMAT Page No. 7 of mabey.com 7

8 2.0 Section Properties, Capacities & Weights Details - Column Stools The Column Stools work in conjunction with the main Column Units. The MAT 75 Stool are also fabricated from 254x76x28kg/m RSC sections (Material Grade: S275 JR) which are battened toe to toe to form a box section of 273mm overall. MAT 125 Stools are fabricated from C10x25lb/ft (US) rolled steel channel section (Material Grade S355 J2 G3) battened toe to toe to form a box section of 274x273mm overall. MAT Stools are available in heights ranging from 76mm to 305mm, and are provided with 22mm diameter holes in the end plates to allow connections using M20 bolts Load capacity Axial Tension Capacity (kn) * Length MAT 75 Compression 4 8 Bolts 8 Bolts 12 (mm) Part No Capacity (kn) Bolts X-X Y-Y Bolts 76 MT MT MT MT MT MT Tension Capacity (kn) * Length MAT125 Compression 8 Bolts 8 Bolts 12 (mm) Part No Capacity (kn) 4 Bolts X-X Y-Y Bolts 76 MT MT MT MT MT MT Length (mm) MAT75 Part No. Weight (Kg) MAT125 Weight (Kg) 76 MT MT MT MT MT MT MT MT MT MT MT MT * See Column to Column Joint strength (page 7) for position and orientation of bolt groups. Document Ref: TDSMAT Page No. 8 of 28 8 mabey.com

9 2.0 Section Properties, Capacities & Weights Details - Column Packs The Column Packs work in conjunction with the main Column Stools. They are fabricated from 406x406mm plate (Material Grade: S355 J2 G3) and vary from 6mm to 40mm in depth. Part No. Length (mm) Weight (Kg) MT MT MT MT MT MT Details - Column Spacers The Column Spacers work in conjunction with the Column Units. They are fabricated from RSC & PFC sections, except for MT101 & MT102 (Material Grade: S275 JR). MAT 75 and MAT 125 Column Spacers are available in lengths ranging from 3mm to 406mm, and are provided with 22mm diameter holes in the end plates to allow connections using M20 bolts. Length (mm) Weight (Kg) MT MT MT MT MT Column Spacer Capacities Tension (kn) Compression (kn) MAT 75 MAT 125 MAT 75 MAT 125 MT103 / * 28* 48** 90** MT * 31.5* 58** 106** * Tension capacities restricted by deformation of spacer base plate. ** Compression capacities restricted by local capacity of columns. Document Ref: TDSMAT Page No. 9 of mabey.com 9

10 2.0 Section Properties, Capacities & Weights 2.2 Grillage Beams Details The MAT 75 Grillage Beams are available in standard and heavy RSJ sections. The standard Grillage Beams are fabricated from 305x152x65.5kg/m RSJ sections (Material Grade: S275 JR) and the heavy Grillage Beams are fabricated from 305x152x80.4kg/m RSJ sections (Material Grade: S275 JR). These are available singly or in joist pairs, diaphragmed to form a pair with web centres of either 257mm (standard & heavy) or 416mm (standard only). All Grillage Beams are provided with 22mm dia. holes in the flanges & webs to accept MAT 75 & MAT 125 Columns and other Auxiliary Components. Length (mm) (Standard) Weight (Kg) (Heavy) Weight (Kg) 1524 MT MT221A MT MT227A MT MT228A MT MT222A MT MT229A MT MT223A MT MT224A MT MT225A MT MT226A NB: Refer to the Section 3.0: Equipment List for single Grillage Beam weights. Document Ref: TDSMAT Page No. 10 of mabey.com

11 2.0 Section Properties, Capacities & Weights Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx I yy Z xx Z yy r xx r yy Standard Single Joist Nett Single Joist Gross Paired Joist Nett * 1332 * 12.5 * Paired Joist Gross * 1730 * 12.5 * Single Joist Nett Heavy Single Joist Gross Paired Joist Nett * 1574 * 12.3 * Paired Joist Gross * 2052 * 12.4 * Nett properties calculated using 2No 22 dia holes in one flange and 2No 22 dia holes in the web Load Capacity Bending & Shear The capacities in the table below are for an effective length of 3m. * Y-Y values for paired joists omitted as joists are not fully structurally connected. e.g. with batten plates Standard Heavy Section x-x Bending Capacity Single (knm) 80 Bending Capacity Pair (knm) 195 Shear Capacity Single (kn)* 190 Shear Capacity Pair (kn)* 380 Bending Capacity Single (knm)** 100 Bending Capacity Pair (knm)** 225 Shear Capacity Single (kn)* 240 Shear Capacity Pair (kn)* 480 * The shear capacities allow for 2No. 22mm diameter holes in the web ** Bending capacity may be reduced if co-existent shear Note: - Chart for twin beams is based on twice the single beam capacity. Alternatively add batten plates or other restraints and calculate capacities accordingly. Chart C Bending Capacity Grillage Beams 250 Bending Moment (knm) Effective Length (m) NB:- Consideration should be given to application of load to avoid local destabilising effects Document Ref: TDSMAT Page No. 11 of mabey.com 11

12 2.0 Section Properties, Capacities & Weights Local Capacity Column to Grillage Beam Bearing Capacity Standard Pair (kn) 1547 Bearing Capacity Heavy Pair (kn) 2000 At Diaphragm Away from Diaphragm Buckling Capacity Standard Pair (kn) Buckling Capacity Heavy Pair (kn) Spliced Joint Capacities Standard Bending Capacity Single X-X (knm) 84 Bending Capacity Pair X-X (knm) 168 Shear Capacity Single (kn) 280 Shear Capacity Pair (kn) 560 Bending Capacity Single X-X (knm) 84 Heavy Bending Capacity Pair X-X (knm) 168 Shear Capacity Single (kn) 350 Shear Capacity Pair (kn) 700 Assumes joint fully spliced with 2 No MT251 and 2 No MT252 splice plates per joist Document Ref: TDSMAT Page No. 12 of mabey.com

13 2.0 Section Properties, Capacities & Weights 2.3 Base/Header Beam MT Details Base/Header Beam MT281 for twin MAT 75 & MAT 125 Columns at 410mm centres are formed from 356x368x177kg/m UC sections (Material Grade S275). They are single beams incorporating 15mm thick stiffeners and are 815mm in length Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx I yy Z xx Z yy r xx r yy Nett Gross (Nett calculations above taking 2 No. 22mm diameter holes in both top & bottom flanges) Load Capacities The capacities in the table below are calculated using the nett section properties above. The capacities are based on using a Hymat Jack on a 400 x 400 x 20mm Base Plate Application: Bending (knm) Shear (kn) Bearing Capacity (kn) Buckling Capacity (kn) *Capacity may be limited by column axial capacity Capacity: * 2469* Document Ref: TDSMAT Page No. 13 of mabey.com 13

14 2.0 Section Properties, Capacities & Weights 2.4 Heavy Duty Header Beam MT Details Heavy Duty Header Beam MT282 for higher loads is formed from 305x305x240kg/m UC section (Material Grade S355 J2). They are drilled and stiffened at standard MAT 75 & MAT 125 Column centres and is 2124mm in length Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx I yy Z xx Z yy r xx r yy Nett Gross (Nett calculations above taking 2No. 28mm diameter holes in the top flange) Load Capacities The capacities in the table below are calculated using the nett section properties above. The capacities are based on an effective length of 1524mm, material grade S355 J2. Application: Bending (knm) Shear (kn) Column attached at End Stiffener Bearing (kn) Column attached at End Stiffener Buckling (kn) Capacity: * 3245* Bearing and buckling capacities are with stiffeners present. * Limited by capacity of columns Document Ref: TDSMAT Page No. 14 of mabey.com

15 2.0 Section Properties, Capacities & Weights 2.5 Heavy Duty Header Beam MT Details Heavy Duty Header Beam MT284 for higher loads is formed from 305x305x283 kg/m UC section (Material Grade S275). They are single beams incorporating 15mm stiffeners and are 2000mm in length Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx I yy Z xx Z yy r xx r yy Nett Gross (Nett calculations above taking 2No. 28mm diameter holes in the top flange and 2No. 22mm diameter holes in the bottom flange) Load Capacities The capacities in the table below are calculated using the nett section properties above. The capacities are based on an effective length of 1524mm, steel grade S275. Application: Bending (knm) Shear (kn) Column attached at End Stiffener Bearing (kn) Column attached at End Stiffener Buckling (kn) * Limited by capacity of columns Capacity: * 2781* Document Ref: TDSMAT Page No. 15 of mabey.com 15

16 2.0 Section Properties, Capacities & Weights 2.6 Heavy Duty Header Beam MT Details Heavy Duty Header Beam MT610 for higher loads is formed from 610x305x238 kg/m UB section (Material Grade S355J2G3). They may be used as single or paired beams at 450 centres. They are drilled and stiffened at standard MAT 75 and MAT 125 Column centres and are 4567mm in length Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx I yy Z xx Z yy r xx r yy Single Beam Nett Single Beam Gross Paired Beam Nett Paired Beam Gross (Nett calculations above taking 2No. 22mm diameter holes in both top & bottom flanges) Load Capacities The capacities in the table below are calculated using the nett section properties above. The capacities are based on an effective length of 3048mm, steel grade S355. Application: Bending (knm) Shear (kn) Column attached at End Stiffener Bearing (kn) Column attached at End Stiffener Buckling (kn) * Limited by capacity of columns Single Beam Capacity * 2107* Paired Beam Capacity * 4214* Document Ref: TDSMAT Page No. 16 of mabey.com

17 2.0 Section Properties, Capacities & Weights 2.7 Bracing Details The Bracing for the MAT 75 & MAT 125 systems is available in a number of standard sizes & specifications. The MAT 75 Bracing is principally rolled steel angles (Material Grade: S275) and the MAT 125 is again rolled steel angle with a notch at the ends for identifications purposes (Material Grade: S355). They are used as both plan & frame bracing and are connected to the Columns via Brackets with M20 bolts. Brace Orientation Width Height Width Horizontal Diagonal Plan Length Angle (A) RSA Size Weight (w1) (H) (w2) (mm) (mm) (mm) MAT 75 MAT MAT 75 MAT MAT 75 MAT (L) (mm) (Deg.) (mm) (kg) MT x60x MT x70x MT x60x MT x70x MT x70x MT121 MT x70x MT x90x MT123 MT x80x MT124 MT x70x MT124 MT x70x MT181 MT x90x MT187 MT x90x MT186 MT x90x MT185 MT x90x MT184 MT x90x MT x90x MT148 MT x90x MT x90x MT131 MT x90x MT x90x MT133 MT x90x MT134 MT x90x MT x90x MT x90x MT x90x Document Ref: TDSMAT Page No. 17 of mabey.com 17

18 2.0 Section Properties, Capacities & Weights Bracing Brackets Plan Brace Y Bracket MAT 75 MAT 125 Angle (A) MT152 N/A 66.2 MT153 MT MT154 MT MT155 N/A 54.2 MT156 N/A 57.1 Bracing T Bracket MAT 75 MAT 125 MT151 MT Section Properties Area (cm 2 ) Inertia (cm 4 ) Section Modulus (cm 3 ) Radius of Gyration (cm) A I xx / I yy I vv Z xx / Z yy Z vv r xx / r yy r vv 70x70x8 MS Angle x80x8 MS Angle x90x10 MS Angle x60x7 MS Angle Document Ref: TDSMAT Page No. 18 of mabey.com

19 2.0 Section Properties, Capacities & Weights Load Capacity Tension & Compression Plan Dimensions Horizontal Member Individual Member Capacities Plan Bracing Plan Brace Member Width (W1) (mm) Width (W2) (mm) Tension (kn) Compression (kn) Tension (kn) Compression (kn) MT MT MT MT MT121 / MT / / 95 MT124 / MT / / MT181 / MT / / 102 MT MT181 / MT / / 102 MT148 / MT / / MT181 / MT / / 102 MT MT131 / MT / / 70 MT MT131 / MT / / 70 MT Elevation Dimensions Horizontal Members Individual Member Capacities Vertical Bracing Diagonal Members Width (W1) (mm) Height (H) (mm) Tension (kn) Compression (kn) Tension (kn) Compression (kn) MT MT MT MT MT121 / MT / / 95 MT MT121 / MT / / 95 MT123 / MT / / MT121 / MT / / 95 MT124 / MT / / MT181 / MT / / 102 MT187 / MT / / MT181 / MT / / 102 MT186 / MT / / MT181 / MT / / 102 MT185 / MT / / MT181 / MT / / 102 MT184 / MT / / MT131 / MT / / 70 MT MT131 / MT / / 70 MT133 / MT / / MT131 / MT / / 70 MT134 / MT / / MT131 / MT / / 70 MT Document Ref: TDSMAT Page No. 19 of mabey.com 19

20 2.0 Section Properties, Capacities & Weights Bracing Design Guidance Panel Shear Limit Table: Refer to notes on next page. * Enhanced values from Style 1 are adopted, as they are higher than the Style 2 analysis results. In these cases the horizontal member is considered to stabilise the T Bracket joint. Width First Bay Adjacent Bay Panel Shear Limit W Height Height Bracing Style 1 (kn) Bracing Style 2 (kn) Bracing Style 3 (kn) (mm) (mm) (mm) MAT 75 MAT 125 MAT 75 MAT 125 MAT 75 MAT N/A N/A * * N/A N/A * * * * * N/A * * * N/A N/A N/A * * * * 59.2* N/A * * * 59.2* N/A * N/A Document Ref: TDSMAT Page No. 20 of mabey.com

21 2.0 Section Properties, Capacities & Weights Bracing Design Guidance Continued Assessment of Panel Shear Load Care should be taken to ensure that a valid assessment is carried out of the panel shear load. The panel shear is the horizontal component of the load in the brace(s). Consider amplification of Panel Shear load if loading is applied in a manner shown in examples, which could lead to a Panel Shear of 2 or 3 times H. these Example: Simple H Frames with Pinned Ends Panel shear load in H1 bracing = 2.0H Approx. Panel shear load in H2 bracing = 3.0H Approx. In practice, some form of fixity at the prop ends is common and will considerably reduce this effect e.g. bolting to beams or concrete. Use of low Angle Bracing Panel shear resistance is limited by the T bracket flange in most cases. As seen on the Panel Shear Limit Table, low angle bracing causes higher T bracket stresses resulting in lower bracing panel limits. Consider also the capacity of columns to resist bending and axial load combined to carry the shear. This may provide greater resistance. Example: Document Ref: TDSMAT Page No. 21 of mabey.com 21

22 2.0 Section Properties, Capacities & Weights 2.8 Adjustable Ends & Fittings MT561 Column Hinge Unit Load Capacity Compression: Angle 0 to 30 = 1000 kn Angle 31 to 45 = 650 kn Tension = 580 kn Additional Details Max. Angle = 45 MT062 Adjustable Screw End Load Capacity Compression = 900 kn Tension = 0 kn Additional Details Max. Angle = 37 MT261 Grillage Clip Load Capacity To be determined by calculation Depending on application Document Ref: TDSMAT Page No. 22 of mabey.com

23 2.0 Section Properties, Capacities & Weights MT262 Grillage Clamp Type A Load Capacity To be determined by calculation Depending on application MT263 Grillage Clamp Type B Load Capacity To be determined by calculation Depending on application MT180 Raker Prop Connection Load Capacity Compression = 200 kn Tension = 200 kn Additional Details Max. Angle = 45 Angle may be increased to 70 With capacity reduced accordingly Document Ref: TDSMAT Page No. 23 of mabey.com 23

24 2.0 Section Properties, Capacities & Weights 2.9 Hymat Jacks Details The Hymat Jack System was designed specifically to compliment the MAT 75 propping system, a range of attachments make them compatible with the full range of Mabey products. The Jacks are made from aluminium to reduce the weight and are available with a stroke range from 55mm to 210mm. These Jacks are fitted with lifting handles and a threaded locking collar to allow the hydraulics to be isolated. HM050 HM100 HM200 Cylinder Capacity (Tonnes) 75 (736 kn) 75 (736 kn) 75 (736 kn) Collar Capacity (Tonnes) 150 (1472 kn) 150 (1472 kn) 150 (1472 kn) Stroke (mm) Product Weight (Kg) Oil Push Litres Capacity Return Litres N/A N/A N/A Retracted Height (mm) Extended Height (mm) Outside Diameter (mm) Cylinder Eff. Area (cm²) Working Pressure (PSI) 5,950 5,950 5,950 Hymat Jack HMSH-D / P Spherical Head Plate Depth: 81mm Maximum 5 Rotation Weight: 30 kg HMHP30 Connecting Head Plate Depth: 30mm Weight: 13 kg HMFD20 / 40 Connecting Base Plate Depth: 20mm Weight: 25 kg Depth: 40mm Weight: 48 kg Hymat Baseplate Capacities Capacity (kn) 1 No. HMFD No. HMFD No. HMFD NB: Exception is 76mm Column Stool which has thinner flange plates use plates to pack out instead. Document Ref: TDSMAT Page No. 24 of mabey.com

25 2.0 Section Properties, Capacities & Weights Hymat Configurations Document Ref: TDSMAT Page No. 25 of mabey.com 25

26 3.0 Equipment List Description Weight (Kg) Description Weight (Kg) MT m Column Unit 95.7 MT m Joist Pair Assembly MT m Column Unit MT221A 1.5m Joist Pair Assembly Heavy MT m Column Unit MT m Joist Pair Assembly MT m Column Unit MT227A 2.1m Joist Pair Assembly Heavy MT m Column Unit MT m Joist Pair Assembly MT m Column Unit MT228A 2.5m Joist Pair Assembly Heavy MT m Joist Pair Assembly MT021 76mm Column Stool 52.1 MT222A 3.0m Joist Pair Assembly Heavy MT mm Column Stool 55.2 MT m Joist Pair Assembly MT mm Column Stool 58.2 MT229A 3.6m Joist Pair Assembly Heavy MT mm Column Stool 61.2 MT m Joist Pair Assembly MT mm Column Stool 64.3 MT223A 4.5m Joist Pair Assembly Heavy MT mm Column Stool 66.9 MT m Joist Pair Assembly MT224A 6.1m Joist Pair Assembly Heavy MT256 6mm Column Pack 7.5 MT m Joist Pair assembly MT041 13mm Column Pack 16.2 MT225A 7.6m Joist Pair Assembly Heavy MT042 19mm Column Pack 23.7 MT m Joist Pair Assembly MT043 25mm Column Pack 31.0 MT226A 9.1m Joist Pair Assembly Heavy MT044 32mm Column Pack 39.9 MT045 40mm Column Pack 49.8 MT m Base / Header Beam MT m Heavy Duty Header Beam MT101 3mm Column Spacer 1.3 MT284 Header Beam UC 2.0M MT102 10mm Column Spacer 4.2 MT mm Column Spacer 10.8 MT241 Joist Spacer 257mm 8.7 MT mm Column Spacer 13.8 MT242 Joist Spacer 416mm 12.9 MT mm Column Spacer 23.3 MT243 Joist Spacer 257mm Heavy 8.3 MT251 Fishplate 5.7 MT m Single Joist MT252 Flange Cover 5.9 MT201A 1.5m Single Joist Heavy MT261 Grillage Clip 3.2 MT m Single Joist MT262 Grillage Clamp Type A 3.4 MT207A 2.1m Single Joist Heavy MT263 Grillage Clamp Type B 2.7 MT m Single Joist MT264 Grillage Clamp to Suit M20 Bolts 3.0 MT208A 2.5m Single Joist Heavy MT283 Twin Channel Grillage Piece 27.2 MT m Single Joist MT202A 3.0m Single Joist Heavy MT169 Pivot Block Inner to Suit MT MT m Single Joist MT171 Push Pull Swivel Connector 5.5 MT209A 3.6m Single Joist Heavy MT172 Push Pull Bracket 19.0 MT m Single Joist MT173 Push Pull Bracket 25.0 MT203A 4.5m Single Joist Heavy MT174 Connector Plate 8.0 MT m Single Joist MT175 Connector Bracket 13.0 MT204A 6.1m Single Joist Heavy MT176 Push Pull Bracket Twin 35.0 MT m Single Joist MT177 Push Pull Anchor Plate 39.1 MT205A 7.6m Single Joist Heavy MT178 T Bracket Hybrid 15.0 MT m Single Joist MT179 Bracing Bracket Twin Column 26.0 MT206A 9.1m Single Joist Heavy MT180 MAT 75 / Mass 50 Raker Connection 17.9 Document Ref: TDSMAT Page No. 26 of mabey.com

27 3.0 Equipment List Description Weight (Kg) Description MT561 Column Hinge Unit (MAT 125) MT603 Access Raiser 10.0 MT062 Adjustable Screw End MT604 Access Bearer Universal 76.3 MT063 Skate MAT 75 Column (40t) SKATE40 Skate 50.0 MT m Column Unit (MAT 125) SKATE50 Skate 50.0 MT m Column Unit (MAT 125) SKATE75 Skate MT m Column Unit (MAT 125) Weight (Kg) MT m Column Unit (MAT 125) MT m Horizontal Brace 5.8 MT m Column Unit (MAT 125) MT m Horizontal Brace 10.3 MT m Horizontal Strut 24.8 MT511 76mm Column Stool (MAT 125) 39.5 MT m Horizontal Brace 27.1 MT mm Column Stool (MAT 125) 59.3 MT m Horizontal Brace 37.9 MT mm Column Stool (MAT 125) 63.2 MT mm Column Stool (MAT 125) 67.0 MT x 0.9m Diagonal Brace 9.0 MT mm Column Stool (MAT 125) 70.8 MT x 1.2m Diagonal Brace 9.7 MT mm Column Stool (MAT 125) 77.0 MT x 0.6 Diagonal Brace 17.6 MT x 0.9m Diagonal Brace 17.2 MT m Header Beam (MAT 125) MT x 1.2m Diagonal OR 1.5 x 1.5m Plan 13.6 MT650 Spreader Beam Connector (MAT 125) 27.3 MT x 0.9m Diagonal Brace 29.2 MT m Spreader Beam Connector (MAT 125) MT x 1.2m Diagonal Brace 30.9 MT x 2.1m Diagonal Brace 38.5 MT m Horizontal Brace (MAT 125) 10.2 MT x 2.4m Diagonal Brace 41.6 MT m Horizontal Brace (MAT 125) 27.1 MT x 0.9m Diagonal Brace 39.4 MT m Horizontal Brace (MAT 125) 37.9 MT x 1.2m Diagonal Brace 40.7 MT x 2.1m Diagonal Brace 46.7 MT x0.9m Diagonal Brace (MAT 125) 13.9 MT x 2.4m Diagonal Brace 49.3 MT x 1.2m Diagonal OR 1.5 x 1.5m Plan 13.6 MT x 0.9m Diagonal Brace (MAT 125) 29.2 MT x 1.1m Plan Brace 8.4 MT x 1.2m Diagonal Brace (MAT 125) 30.9 MT x 1.5m Plan Brace 11.8 MT x 2.1m Diagonal Brace (MAT 125) 38.5 MT x 1.5m Plan Brace 30.6 MT x 2.4m Diagonal Brace (MAT 125) 41.6 MT x 2.3m Plan Brace 37.1 MT x 1.2m Diagonal Brace (MAT 125) 40.7 MT x 3.0m Plan Brace 45.2 MT x 2.1m Diagonal Brace (MAT 125) 46.7 MT x 1.5m Plan Brace 40.4 MT x 3.0m Plan Brace 52.2 MT x 2.3m Plan Brace (MAT 125) 37.1 MT151 Bracing T Bracket 9.2 MT751 Bracing T Bracket (MAT 125) 9.2 MT Plan Brace Bracket 9.2 MT Plan Brace Bracket (MAT 125) 9.2 MT x 1.5m Plan Brace Bracket 9.2 MT x 1.5m Plan Brace Bracket (MAT 125) 9.2 MT x 3.0m Plan Brace Bracket 9.2 MT x 1.5m Plan Brace Bracket 8.3 MT x 3.0m Plan Brace Bracket 9.2 MT601 Access Bearer 26.9 MT602 Access Corner 34.0 Document Ref: TDSMAT Page No. 27 of mabey.com 27

28 4.0 Bolt Application Table All Components of the System are connected together with M20 bolts Grade 8.8. The following bolt table shows the length of the bolt and the type of washer required for each application Connection Type Bolt Details Washers (per bolt) Flat Taper Column Cap to Column Cap Column Cap to Joist Pair 4-16 (4 16) 1 1 MT062 Adjustable Screw End MT561 Column Hinge Unit Column Spacer MT171 Push Pull Swivel Connector MT179 Twin Col. Bracing Brac. MT180 Raker Prop Connection MT m Horizontal Strut Bracing T Bracket Plan Bracing Y Brac. to Male to Female to to to to to to to to Column Cap Joist Pair 4-16 (4 16) 1 1 Column Cap Joist Pair Column Cap Joist Pair Column Web 4 1 Column Batten Column Web 4 1 Column Batten Column Web 4 1 Column Batten Column Web 4 1 Column Batten Column Web 4 1 Column Batten Column Web 4 1 Column Batten Column Web 4 1 Column Batten Bracing Angle to Bracing T Bracket 4 1 Bracing Angle to Plan Bracing Y Bracket 4 1 Joist to Joist Spacer 4 (4) 1 Joist to MT251 Fishplate (2No.) 24 (24) 1 Joist to MT252 Flange Cover (2No.) 12 (12) 1 1 Joist to MT261 Grillage Clip 2 (2) 1 1 Notes: Bolt details shown in brackets ( ) are for Heavy Joist connections. All bolts are Grade 8.8, Washers to be ordered separately & used under the Nut only, unless stated otherwise by MH Engineers. Document Ref: TDSMAT Page No. 28 of mabey.com