Technical Data Sheet Products

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) 1942 725 343 Facsimile: +44 (0) 1942 270 893 Email: action@mabeyhire.co.uk Website: www.mabeyhire.co.uk Document Ref: TDSMAT Page No. 1 of 28 800-956-2239 mabey.com 1

Contents Index Reference Description Page No. Title Page 1 Contents 2 1.0 Introduction 3 2.0 Section Properties, Capacities & Weights 4 2.1 Columns, Stools & Spacers 4 2.2 Grillage Beams 10 2.3 Base / Header Beam MT281 13 2.4 Heavy Duty Header Beam MT282 14 2.5 Heavy Duty Header Beam MT284 15 2.6 Heavy Duty Header Beam MT610 16 2.7 Bracing 17 2.8 Adjustable Ends & Fittings 22 2.9 Hymat Jacks 24 3.0 Equipment List 26 4.0 Bolt Application Table 28 Document Ref: TDSMAT Page No. 2 of 28 2 mabey.com 800-956-2239

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. 1989 Amendment - Specification for the use of Structural Steel in Buildings BS 5975: 2008 - 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 5:1998 - 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 5950. 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 28 800-956-2239 mabey.com 3

2.0 Section Properties, Capacities & Weights 2.1 Columns, Stools & Spacers 2.1.1 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 MT001 95.7 MT501 110.5 914 MT002 113.9 MT502 133.9 1219 MT004 184.4 MT504 158.1 1829 MT003 132.0 N/A - 2438 MT005 220.6 MT505 270.5 3658 MT006 303.2 MT506 383.0 Document Ref: TDSMAT Page No. 4 of 28 4 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.1.2 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 55.6 4928 8465 388.1 620.1 9.4 12.3 MAT 75 Gross 71.8 6710 10315 528.4 775.7 9.7 12.0 MAT 125 Nett 74.9 5565 11568 438.2 847.4 8.6 12.4 MAT 125 Gross 94.8 7597 14122 598.2 1034.6 8.9 12.2 2.1.3 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) 700 535 570 108 194 381 1280 960 1050 165 292 579 2.1.4 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. 2.1.5 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 57 96 Bending Minor Axis (y-y) knm 76 149 Shear Major Axis (x-x) kn 245 575 Shear Minor Axis (y-y) kn 170 230 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. 2.1.6 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 28 800-956-2239 mabey.com 5

2.0 Section Properties, Capacities & Weights 2.1.7 Load Capacity Axial & Bending Capacity 1600 Chart A Axial Prop Capacity (Vertical Props) 1400 Compressive Load (kn) 1200 1000 800 600 400 200 0 0 1 2 3 Effective 4 Length 5 (m) 6 7 8 9 10 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 2.1.4. 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. 160 140 Chart B Bending Capacity Bending Moment (knm) 120 100 80 60 40 20 0 0 1 2 3 4 5 6 7 8 9 10 Effective Length (m) Document Ref: TDSMAT Page No. 6 of 28 6 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.1.8 Column to Column Joint Strength Where: Pt = Tension Capacity M = Moment Capacity V = Shear Capacity Document Ref: TDSMAT Page No. 7 of 28 800-956-2239 mabey.com 7

2.0 Section Properties, Capacities & Weights 2.1.9 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. 2.1.10 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 MT021 1386 109 194 244 381 114 MT022 1321 109 194 244 381 152 MT023 1386 109 194 244 381 190 MT026 1386 109 194 244 381 229 MT024 1386 109 194 244 381 305 MT025 1025 109 194 244 381 Tension Capacity (kn) * Length MAT125 Compression 8 Bolts 8 Bolts 12 (mm) Part No Capacity (kn) 4 Bolts X-X Y-Y Bolts 76 MT511 3456 245 490 490 735 114 MT512 2180 165 292 362 579 152 MT507 2180 165 292 362 579 190 MT510 2180 165 292 362 579 229 MT508 2180 165 292 362 579 305 MT509 1717 165 292 362 579 Length (mm) MAT75 Part No. Weight (Kg) MAT125 Weight (Kg) 76 MT021 52.1 MT511 39.5 114 MT022 55.2 MT512 59.3 152 MT023 58.2 MT507 63.2 190 MT026 61.2 MT510 67.0 229 MT024 64.3 MT508 70.8 305 MT025 66.9 MT509 77.0 * 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 800-956-2239

2.0 Section Properties, Capacities & Weights 2.1.11 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) MT256 6 7.5 MT041 13 16.2 MT042 19 23.7 MT043 25 31.0 MT044 32 39.9 MT045 40 49.8 2.1.12 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) MT101 3 1.3 MT102 10 4.2 MT103 133 10.8 MT104 267 13.8 MT105 406 23.3 2.1.13 Column Spacer Capacities Tension (kn) Compression (kn) MAT 75 MAT 125 MAT 75 MAT 125 MT103 / 104 28* 28* 48** 90** MT105 31.5* 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 28 800-956-2239 mabey.com 9

2.0 Section Properties, Capacities & Weights 2.2 Grillage Beams 2.2.1 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 MT221 220.9 MT221A 266.0 2083 MT227 295.6 MT227A 357.7 2564 MT228 358.2 MT228A 434.5 3046 MT222 419.7 MT222A 509.9 3607 MT229 507.9 MT229A 615.7 4570 MT223 631.3 MT223A 766.3 6094 MT224 843.0 MT224A 1024.4 7618 MT225 1054.8 MT225A 1279.5 9142 MT226 1266.4 MT226A 1538.6 NB: Refer to the Section 3.0: Equipment List for single Grillage Beam weights. Document Ref: TDSMAT Page No. 10 of 28 10 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.2.2 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 71.6 11203 774 666 102 12.3 3.3 Single Joist Gross 83.9 13185 921 865 121 12.5 3.3 Paired Joist Nett 143.1 22407 * 1332 * 12.5 * Paired Joist Gross 167.8 26370 * 1730 * 12.5 * Single Joist Nett 87.1 13242 994 787 130 12.3 3.4 Heavy Single Joist Gross 102.5 15640 1177 1026 154 12.4 3.4 Paired Joist Nett 174.2 26484 * 1574 * 12.3 * Paired Joist Gross 205.0 31280 * 2052 * 12.4 * Nett properties calculated using 2No 22 dia holes in one flange and 2No 22 dia holes in the web. 2.2.3 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) 200 150 100 50 0 1 2 3 4 5 6 7 8 9 10 Effective Length (m) NB:- Consideration should be given to application of load to avoid local destabilising effects Document Ref: TDSMAT Page No. 11 of 28 800-956-2239 mabey.com 11

2.0 Section Properties, Capacities & Weights 2.2.4 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) 1125 598 Buckling Capacity Heavy Pair (kn) 1500 1162 2.2.5 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 28 12 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.3 Base/Header Beam MT281 2.3.1 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. 2.3.2 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 205 50925 18972 2733 1018 15.8 9.6 Gross 226 57120 20530 3103 1102 15.9 9.5 (Nett calculations above taking 2 No. 22mm diameter holes in both top & bottom flanges) 2.3.3 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: 423 496 2233* 2469* Document Ref: TDSMAT Page No. 13 of 28 800-956-2239 mabey.com 13

2.0 Section Properties, Capacities & Weights 2.4 Heavy Duty Header Beam MT282 2.4.1 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. 2.4.2 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 285 58559 18950 3116 1190 14.34 8.16 Gross 306 64200 20310 3643 1276 14.50 8.15 (Nett calculations above taking 2No. 28mm diameter holes in the top flange) 2.4.3 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: 609 965 2455* 3245* Bearing and buckling capacities are with stiffeners present. * Limited by capacity of columns Document Ref: TDSMAT Page No. 14 of 28 14 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.5 Heavy Duty Header Beam MT284 2.5.1 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. 2.5.2 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 316 67403 21595 3637 1340 14.6 8.27 Gross 360 78870 24630 4318 1529 14.8 8.27 (Nett calculations above taking 2No. 28mm diameter holes in the top flange and 2No. 22mm diameter holes in the bottom flange) 2.5.3 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: 510 832 2960* 2781* Document Ref: TDSMAT Page No. 15 of 28 800-956-2239 mabey.com 15

2.0 Section Properties, Capacities & Weights 2.6 Heavy Duty Header Beam MT610 2.6.1 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. 2.6.2 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 276 184214 13782 5795 885 25.85 7.07 Single Beam Gross 303 209500 15840 6589 1017 26.3 7.23 Paired Beam Nett 551 368427 306706 11590 8056 25.85 23.58 Paired Beam Gross 606 419000 338793 13178 8899 26.3 23.6 (Nett calculations above taking 2No. 22mm diameter holes in both top & bottom flanges) 2.6.3 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 1133 1392 1895* 2107* Paired Beam Capacity 2266 2784 3790* 4214* Document Ref: TDSMAT Page No. 16 of 28 16 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.7 Bracing 2.7.1 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) 125 125 125 1100 - - MT191 - - - - - 764-80x60x7 5.8 1100 914 - - - MT193 - - - 1040 43.5 70x70x8 9.0 1100 1220 - - - MT192 - - - 1271 54.5 80x60x7 9.7 1100-1100 - - - - MT194-972 45.0 70x70x8 8.4 1100-1524 - - - - MT146-1355 57.1 70x70x8 11.8 1524 - - MT121 MT721 - - - - 1174-70x70x8 10.3 1524 610 - - - MT125 - - - 1262 16.8 90x90x10 17.6 1524 915 - - - MT123 MT723 - - 1385 30.1 80x80x8 17.2 1524 1220 - - - MT124 MT724 - - 1563 40.6 70x70x8 13.6 1524-1524 - - - - MT124 MT724 1563 45.0 70x70x8 13.6 2286 - - MT181 MT781 - - - - 1936-90x90x10 27.1 2286 914 - - - MT187 MT787 - - 2083 18.9 90x90x10 29.2 2286 1220 - - - MT186 MT786 - - 2203 26.8 90x90x10 30.9 2286 2134 - - - MT185 MT785 - - 2745 45.0 90x90x10 38.5 2286 2438 - - - MT184 MT784 - - 2967 49.2 90x90x10 41.6 2286-1524 - - - - MT144-2186 31.5 90x90x10 30.6 2286-2286 - - - - MT148 MT748 2645 45.0 90x90x10 37.1 2286-3048 - - - - MT145-3220 54.2 90x90x10 45.2 3048 - - MT131 MT731 - - - - 2699-90x90x10 37.9 3048 914 - - - MT132 - - - 2809 13.6 90x90x10 39.4 3048 1220 - - - MT133 MT733 - - 2899 19.8 90x90x10 40.7 3048 2134 - - - MT134 MT734 - - 3329 35.3 90x90x10 46.7 3048 2438 - - - MT135 - - - 3515 39.5 90x90x10 49.3 3048-1524 - - - - MT142-2880 66.2 90x90x10 40.4 3048-3048 - - - - MT143-3716 45.0 90x90x10 52.2 Document Ref: TDSMAT Page No. 17 of 28 800-956-2239 mabey.com 17

2.0 Section Properties, Capacities & Weights 2.7.2 Bracing Brackets Plan Brace Y Bracket MAT 75 MAT 125 Angle (A) MT152 N/A 66.2 MT153 MT753 45 MT154 MT754 31.5 MT155 N/A 54.2 MT156 N/A 57.1 Bracing T Bracket MAT 75 MAT 125 MT151 MT751 2.7.3 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 10.6 47.5 19.7 9.52 6.93 2.11 1.36 80x80x8 MS Angle 12.3 72.2 29.8 12.6-2.43 1.56 90x90x10 MS Angle 17.1 127 52.6 19.8 14.4 2.72 1.75 80x60x7 MS Angle 9.4 59.0 28.4 15.4 10.7 6.34-2.51 1.74 1.28 Document Ref: TDSMAT Page No. 18 of 28 18 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.7.4 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) 1100 1100 MT191 43 60 MT194 49 68 1100 1524 MT191 43 60 MT146 49 68 1524 1524 MT121 / MT721 49 / 69 68 / 95 MT124 / MT724 49 / 69 68 / 95 2286 1524 MT181 / MT781 62 / 82 85 / 102 MT144 62 85 2286 2286 MT181 / MT781 62 / 82 85 / 102 MT148 / MT748 62 / 82 68 / 73 2286 3048 MT181 / MT781 62 / 82 85 / 102 MT145 62 46 3048 1524 MT131 / MT731 62 / 82 65 / 70 MT142 62 58 3048 3048 MT131 / MT731 62 / 82 65 / 70 MT143 62 35 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) 1100 914 MT191 43 60 MT193 49 68 1100 1220 MT191 43 60 MT192 43 60 1524 610 MT121 / MT721 49 / 69 68 / 95 MT125 62 85 1524 915 MT121 / MT721 49 / 69 68 / 95 MT123 / MT723 62 / 86 85 / 102 1524 1220 MT121 / MT721 49 / 69 68 / 95 MT124 / MT724 49 / 69 68 / 95 2286 914 MT181 / MT781 62 / 82 85 / 102 MT187 / MT787 62 / 86 85 / 102 2286 1220 MT181 / MT781 62 / 82 85 / 102 MT186 / MT786 62 / 86 85 / 90 2286 2134 MT181 / MT781 62 / 82 85 / 102 MT185 / MT785 62 / 86 62 / 68 2286 2438 MT181 / MT781 62 / 82 85 / 102 MT184 / MT784 62 / 86 55 / 58 3048 914 MT131 / MT731 62 / 82 65 / 70 MT132 62 61 3048 1220 MT131 / MT731 62 / 82 65 / 70 MT133 / MT733 62 / 86 57 / 62 3048 2134 MT131 / MT731 62 / 82 65 / 70 MT134 / MT734 62 / 86 44 / 45 3048 2438 MT131 / MT731 62 / 82 65 / 70 MT135 62 39 Document Ref: TDSMAT Page No. 19 of 28 800-956-2239 mabey.com 19

2.0 Section Properties, Capacities & Weights 2.7.5 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 125 1100 915 N/A 37.7 64.4 37.8 1100 915 915 37.7 64.4 37.8 1100 915 1220 28.9 58.1 28.7 1524 915 N/A 52.8 52.8* 26.4 1524 915 915 52.8 52.8* 26.4 1524 915 1220 38.3 53.9 59.4 59.4 30.6 1524 1220 N/A 38.3 59.4 30.6 2286 915 N/A 44.8 44.8* 22.4 2286 915 915 44.8 44.8* 22.4 2286 915 1220 49.9 49.9* 23.6 2286 915 2134 45.6 55.1 47.4 55.1* 24.7 2286 915 2440 42.5 58.9 55.0 58.9* 28.7 2286 1220 N/A 49.9 49.9* 25.0 2286 1220 1220 49.9 49.9* 25.0 2286 1220 2134 45.6 55.1 51.2 55.1* 26.2 2286 1220 2440 42.5 58.9 59.7 59.7 30.6 2286 2134 N/A 45.6 51.0 27.6 2286 2134 2134 45.6 51.0 27.6 2286 2134 2440 42.4 64.5 32.5 2286 2440 N/A 42.4 64.5 32.5 3048 915 N/A 41.3 41.3* 20.7 3048 915 915 41.3 41.3* 20.7 3048 915 1220 44.8 44.8* 21.5 3048 915 2134 50.8 59.2 50.8* 59.2* 24.3 3048 915 2440 48.5 50.0 26.3 3048 1220 N/A 44.8 44.8* 22.4 3048 1220 1220 44.8 44.8* 22.4 3048 1220 2134 50.8 59.2 50.8* 59.2* 25.5 3048 1220 2440 48.5 52.3 27.2 3048 2134 N/A 50.5 53.1 29.6 3048 2134 2134 50.5 59.2 53.1 59.2* 29.6 3048 2134 2440 48.5 62.7 31.9 3048 2440 N/A 48.5 62.7 31.9 Document Ref: TDSMAT Page No. 20 of 28 20 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.7.5 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 28 800-956-2239 mabey.com 21

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 28 22 mabey.com 800-956-2239

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 28 800-956-2239 mabey.com 23

2.0 Section Properties, Capacities & Weights 2.9 Hymat Jacks 2.9.1 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) 55 105 210 Product Weight (Kg) 26 30 45 Oil Push Litres 0.9 1.8 3.6 Capacity Return Litres N/A N/A N/A Retracted Height (mm) 215 265 405 Extended Height (mm) 270 370 615 Outside Diameter (mm) 213 213 213 Cylinder Eff. Area (cm²) 182.4 182.4 182.4 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 2.9.2 Hymat Baseplate Capacities Capacity (kn) 1 No. HMFD20 625 2 No. HMFD20 720 1 No. HMFD40 1200 NB: Exception is 76mm Column Stool which has thinner flange plates use plates to pack out instead. Document Ref: TDSMAT Page No. 24 of 28 24 mabey.com 800-956-2239

2.0 Section Properties, Capacities & Weights 2.9.3 Hymat Configurations Document Ref: TDSMAT Page No. 25 of 28 800-956-2239 mabey.com 25

3.0 Equipment List Description Weight (Kg) Description Weight (Kg) MT001 0.6m Column Unit 95.7 MT221 1.5m Joist Pair Assembly 220.9 MT002 0.9m Column Unit 113.9 MT221A 1.5m Joist Pair Assembly Heavy 266.0 MT004 1.2m Column Unit 184.4 MT227 2.1m Joist Pair Assembly 295.6 MT003 1.8m Column Unit 132.0 MT227A 2.1m Joist Pair Assembly Heavy 357.7 MT005 2.4m Column Unit 220.6 MT228 2.5m Joist Pair Assembly 358.2 MT006 3.6m Column Unit 303.2 MT228A 2.5m Joist Pair Assembly Heavy 434.5 MT222 3.0m Joist Pair Assembly 419.7 MT021 76mm Column Stool 52.1 MT222A 3.0m Joist Pair Assembly Heavy 509.9 MT022 114mm Column Stool 55.2 MT229 3.6m Joist Pair Assembly 507.9 MT023 152mm Column Stool 58.2 MT229A 3.6m Joist Pair Assembly Heavy 615.7 MT026 190mm Column Stool 61.2 MT223 4.5m Joist Pair Assembly 631.3 MT024 229mm Column Stool 64.3 MT223A 4.5m Joist Pair Assembly Heavy 766.3 MT025 305mm Column Stool 66.9 MT224 6.1m Joist Pair Assembly 843.0 MT224A 6.1m Joist Pair Assembly Heavy 1024.4 MT256 6mm Column Pack 7.5 MT225 7.6m Joist Pair assembly 1054.8 MT041 13mm Column Pack 16.2 MT225A 7.6m Joist Pair Assembly Heavy 1279.5 MT042 19mm Column Pack 23.7 MT226 9.1m Joist Pair Assembly 1266.4 MT043 25mm Column Pack 31.0 MT226A 9.1m Joist Pair Assembly Heavy 1538.6 MT044 32mm Column Pack 39.9 MT045 40mm Column Pack 49.8 MT281 0.8m Base / Header Beam 196.9 MT282 2.1m Heavy Duty Header Beam 542.4 MT101 3mm Column Spacer 1.3 MT284 Header Beam UC 2.0M 611.0 MT102 10mm Column Spacer 4.2 MT103 133mm Column Spacer 10.8 MT241 Joist Spacer 257mm 8.7 MT104 267mm Column Spacer 13.8 MT242 Joist Spacer 416mm 12.9 MT105 406mm Column Spacer 23.3 MT243 Joist Spacer 257mm Heavy 8.3 MT251 Fishplate 5.7 MT201 1.5m Single Joist 100.8 MT252 Flange Cover 5.9 MT201A 1.5m Single Joist Heavy 123.8 MT261 Grillage Clip 3.2 MT207 2.1m Single Joist 138.2 MT262 Grillage Clamp Type A 3.4 MT207A 2.1m Single Joist Heavy 169.6 MT263 Grillage Clamp Type B 2.7 MT208 2.5m Single Joist 169.5 MT264 Grillage Clamp to Suit M20 Bolts 3.0 MT208A 2.5m Single Joist Heavy 208.0 MT283 Twin Channel Grillage Piece 27.2 MT202 3.0m Single Joist 200.2 MT202A 3.0m Single Joist Heavy 245.7 MT169 Pivot Block Inner to Suit MT171 9.0 MT209 3.6m Single Joist 239.5 MT171 Push Pull Swivel Connector 5.5 MT209A 3.6m Single Joist Heavy 294.0 MT172 Push Pull Bracket 19.0 MT203 4.5m Single Joist 301.2 MT173 Push Pull Bracket 25.0 MT203A 4.5m Single Joist Heavy 369.3 MT174 Connector Plate 8.0 MT204 6.1m Single Joist 402.3 MT175 Connector Bracket 13.0 MT204A 6.1m Single Joist Heavy 493.7 MT176 Push Pull Bracket Twin 35.0 MT205 7.6m Single Joist 503.3 MT177 Push Pull Anchor Plate 39.1 MT205A 7.6m Single Joist Heavy 617.6 MT178 T Bracket Hybrid 15.0 MT206 9.1m Single Joist 604.3 MT179 Bracing Bracket Twin Column 26.0 MT206A 9.1m Single Joist Heavy 741.5 MT180 MAT 75 / Mass 50 Raker Connection 17.9 Document Ref: TDSMAT Page No. 26 of 28 26 mabey.com 800-956-2239

3.0 Equipment List Description Weight (Kg) Description MT561 Column Hinge Unit (MAT 125) 110.4 MT603 Access Raiser 10.0 MT062 Adjustable Screw End 160.0 MT604 Access Bearer Universal 76.3 MT063 Skate MAT 75 Column (40t) 150.0 SKATE40 Skate 50.0 MT501 0.6m Column Unit (MAT 125) 110.5 SKATE50 Skate 50.0 MT502 0.9m Column Unit (MAT 125) 133.9 SKATE75 Skate 120.0 MT504 1.2m Column Unit (MAT 125) 158.1 Weight (Kg) MT505 2.4m Column Unit (MAT 125) 270.5 MT191 1.1m Horizontal Brace 5.8 MT506 3.6m Column Unit (MAT 125) 383.0 MT121 1.5m Horizontal Brace 10.3 MT122 1.5m Horizontal Strut 24.8 MT511 76mm Column Stool (MAT 125) 39.5 MT181 2.3m Horizontal Brace 27.1 MT512 114mm Column Stool (MAT 125) 59.3 MT131 3.0m Horizontal Brace 37.9 MT507 152mm Column Stool (MAT 125) 63.2 MT510 190mm Column Stool (MAT 125) 67.0 MT193 1.1 x 0.9m Diagonal Brace 9.0 MT508 229mm Column Stool (MAT 125) 70.8 MT192 1.1 x 1.2m Diagonal Brace 9.7 MT509 305mm Column Stool (MAT 125) 77.0 MT125 1.5 x 0.6 Diagonal Brace 17.6 MT123 1.5 x 0.9m Diagonal Brace 17.2 MT610 4.56m Header Beam (MAT 125) 1190.0 MT124 1.5 x 1.2m Diagonal OR 1.5 x 1.5m Plan 13.6 MT650 Spreader Beam Connector (MAT 125) 27.3 MT187 2.3 x 0.9m Diagonal Brace 29.2 MT651 3.0m Spreader Beam Connector (MAT 125) 202.7 MT186 2.3 x 1.2m Diagonal Brace 30.9 MT185 2.3 x 2.1m Diagonal Brace 38.5 MT721 1.5m Horizontal Brace (MAT 125) 10.2 MT184 2.3 x 2.4m Diagonal Brace 41.6 MT781 2.3m Horizontal Brace (MAT 125) 27.1 MT132 3.0 x 0.9m Diagonal Brace 39.4 MT731 3.0m Horizontal Brace (MAT 125) 37.9 MT133 3.0 x 1.2m Diagonal Brace 40.7 MT134 3.0 x 2.1m Diagonal Brace 46.7 MT723 1.5x0.9m Diagonal Brace (MAT 125) 13.9 MT135 3.0 x 2.4m Diagonal Brace 49.3 MT724 1.5 x 1.2m Diagonal OR 1.5 x 1.5m Plan 13.6 MT787 2.3 x 0.9m Diagonal Brace (MAT 125) 29.2 MT194 1.1 x 1.1m Plan Brace 8.4 MT786 2.3 x 1.2m Diagonal Brace (MAT 125) 30.9 MT146 1.1 x 1.5m Plan Brace 11.8 MT785 2.3 x 2.1m Diagonal Brace (MAT 125) 38.5 MT144 2.3 x 1.5m Plan Brace 30.6 MT784 2.3 x 2.4m Diagonal Brace (MAT 125) 41.6 MT148 2.3 x 2.3m Plan Brace 37.1 MT733 3.0 x 1.2m Diagonal Brace (MAT 125) 40.7 MT145 2.3 x 3.0m Plan Brace 45.2 MT734 3.0 x 2.1m Diagonal Brace (MAT 125) 46.7 MT142 3.0 x 1.5m Plan Brace 40.4 MT143 3.0 x 3.0m Plan Brace 52.2 MT748 2.3 x 2.3m Plan Brace (MAT 125) 37.1 MT151 Bracing T Bracket 9.2 MT751 Bracing T Bracket (MAT 125) 9.2 MT153 45 Plan Brace Bracket 9.2 MT753 45 Plan Brace Bracket (MAT 125) 9.2 MT156 1.1 x 1.5m Plan Brace Bracket 9.2 MT754 2.3 x 1.5m Plan Brace Bracket (MAT 125) 9.2 MT152 1.5 x 3.0m Plan Brace Bracket 9.2 MT154 2.3 x 1.5m Plan Brace Bracket 8.3 MT155 2.3 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 28 800-956-2239 mabey.com 27

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) 45 50 55 60 65 70 75 80 85 90 Flat Taper Column Cap to Column Cap 4-16 1 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 MT122 1.5m Horizontal Strut Bracing T Bracket Plan Bracing Y Brac. to Male to Female to to to to to to to to Column Cap 4-16 1 Joist Pair 4-16 (4 16) 1 1 Column Cap 4-16 1 Joist Pair 4-16 1 1 Column Cap 4-16 1 Joist Pair 4-16 1 1 Column Web 4 1 Column Batten 4 1 1 Column Web 4 1 Column Batten 4 1 1 Column Web 4 1 Column Batten 4 1 1 Column Web 4 1 Column Batten 4 1 1 Column Web 4 1 Column Batten 4 1 1 Column Web 4 1 Column Batten 4 1 1 Column Web 4 1 Column Batten 4 1 1 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 28 28 mabey.com 800-956-2239