Banagher Bridge Beam Manual

Bridge Beam Manual 2nd Edition

PRECAST CONCRETE SPECIALISTS

Contents

Introduction

The Banagher Precast Concrete team, comprising of experienced chartered structural engineers, graduates and technicans, is continually working on enhancing our range of products to meet the latest demands. We also offer early stage design assistance to consultant engineers and contractors.

2

Brief History of Prestressed Prestressed Bridge Beams

3

Banagher Precast Concrete Bridge Beam Types

4

M & UMB Edge Beam - for Beam and Slab Construction

8

MY & MYE Edge Beam - for Solid Slab Construction

10

Solid Box Beam

12

SY & SYE Edge Beam

14

T Beam Beam - for Solid Solid Slab Slab Constructi Construction on

16

TB Beam Beam - for Solid Solid Slab Construct Construction ion

18

TY & TYE Edge Edge Beam Beam - for Beam Beam and and Slab Slab Constr Constructio uction n

20

TY & TYE Edge Edge Beam Beam - for Solid Solid Slab Constructi Construction on

22

U & SU Beam

24

W Beam

28

Y & YE Edge Beam

32

Fibre Reinforced Concrete Permanent Shutter

34

Precast Parapet, Coping and Edge Beam details

36

Lifting and Handling Details

42

Delivery and Installation

44



Banagher Precast Concrete is the largest precast concrete manufacturer in Ireland and the UK. Our track record in the field of precast concrete manufacture is exceptional.Wehaveestablished aninternationally recognised reputation for innovation in design, manufacture and installation of precast components.

Introduction

1

Brief History of Prestressed Bridge Beams

• Trusted and experienced supply partner with vast experience. Bridge beams have been manufactured in Banagher for over 60 years • Largest Bridge beam manufacturing facility in Ireland and the UK with capacity to manufacture 2Km of bridge beams per week. • All beams are designedto Britishand Eurocode standardsby our DesignTeam • All beam sections andproles areavailable in BIMformat. • All Precast elements including Bridge Beams have CE marking and concrete is certied to EN 206. We operate and maintain ISO 9001 Quality Assurancestandards. • All our Bridge beam sections including the W beam and MY Beams (designed and developed by Banagher) are recognised and used in Computer Bridge Beam design packages.

Pretensioned prestressed concrete bridge beams were introduced into many countries in the period 1948 to 1995. In the period after the War, infrastructure which had been damaged or neglected had to be replaced. The newly developed pretensioning technique was put to use in the manufacture of beams which could be used for a variety of bridging and decking problems. At first, manufacturers rushed in competition to develop their own sections, which provided choice but only at the provisional layout stage. In some countries this was seen as a major disadvantage, compared with standard steel sections which could be specified and bought freely and competitively at the time of construction. Industry groups, with the blessing of National Authorities, removed this disincentive by developing a series of beam sections which could be made by any manufacturer. The Standard Bridge Beam was born. In Ireland the first prestressed concrete bridge beam project was the “OB56 Dublin to Cork Line at Sallins”in 1952. It consisted of 15 number I Beams, 11430mm long weighing 4.5 tonne. The beams were 560mm deep and 460mm wide with a prestressing force of 950 kilonewtons and 4 number prestressing bars per beam.

any material up to lengths of 60 metres. Transport and crane capabilities have now increased to the extent that spans in excess of 45 metres can now be delivered and erected with beams weighing 150 tonnes. The Banagher Precast Concrete W Beam was brought to the market in 2005 and has successfully taken advantage of this change in scope. The W Beam bridge beam was designed and developed exclusively by Banagher Precast Concrete. The first ever W Beam was produced by Banagher Precast Concrete in 2005 and was manufactured for the Kinsale Road Flyover on the outskirts of Cork City. There was considerable research, design and investment required to bring this new and unique Bridge Beam to the UK and Irish markets. The W Beam was developed by Banagher Precast Concrete asa more economical solution to traditional bridge beam types existing in the market. It is also capable of spanning in excess of 45m, which is beyond the range of other beam types.

In the UK the first Standard beams were developed by the PCBDG (Prestressed Concrete Bridge Development Group) and were an Inverted T beam for a solid slab deck, an I beam for a beam and top slab deck and a Box Beam for a voided deck. In the USA an I beam, a Box beam and a Bulb T were similarly developed. The PCBDG Inverted T beam is still made today, after 60 years of excellent service. In the UK and Ireland by 1973, the M Beam, a larger version of the Inverted T for beam and slab and voided decks and a U Beam which provided a voided deck of more elegant appearance had been introduced. By the mid 1980’s, it became clear that although bridge beams were performing well, the joints between decks and their supporting abutments tended to leak and winter road salt was being allowed to penetrate down to bearing shelves and substructures causing corrosion damage. This problem applied to bridges of all forms of construction, insitu concrete and steel included. The way forward wasto provide continuity in decks over supports of multi span bridges and at abutments. For this and other reasons a new beam the Y Beam was introduced with variants for Solid Slab - TY, Beam and slab - Y and for spans up to 40 metres – SY. At the same time, experience in the USA with a compromise form of continuity, Integral Construction, was brought across the Atlantic. This was followed by back up research and finally a presumption that Integral Construction should be used for all bridges of

2

PRECAST

CONCRETE SPECIALISTS

PRECAST


As well as these benefits the W Beam is inherently more stable during transportation and erection on site, thus providing for better Health and Safety on sites. A couple of years later in 2007 the MY Beam bridge beam was designed and developed by Banagher Precast Concrete. The MY Beam was developed as a more economical solution to traditional ‘Inverted T Beam’and ‘TY Beam’type bridgebeamswhich existed in the market place. For spans up to approximately 15m the MY Beam provides a more efficient solution than tradition beams, reducing the amount of precast concrete required. The MY Beam is a more environmentally friendly beam with a smaller carbon footprint than other beam types for similar spans. The Pretensioned Prestressed Bridge Beamhas been with us for nearly 70 years and with its original sound engineering background still has proven excellent durability to this day.

3

Introduction

Brief History of Prestressed Bridge Beams

Banagher Precast Concrete is the largest precast concrete manufacturer in Ireland and the UK. Our track record in the field of precast concrete manufacture is exceptional.Wehaveestablished aninternationally recognised reputation for innovation in design, manufacture and installation of precast components. The Banagher Precast Concrete team, comprising of experienced chartered structural engineers, graduates and technicans, is continually working on enhancing our range of products to meet the latest demands. We also offer early stage design assistance to consultant engineers and contractors.

• Trusted and experienced supply partner with vast experience. Bridge beams have been manufactured in Banagher for over 60 years • Largest Bridge beam manufacturing facility in Ireland and the UK with capacity to manufacture 2Km of bridge beams per week. • All beams are designedto Britishand Eurocode standardsby our DesignTeam • All beam sections andproles areavailable in BIMformat. • All Precast elements including Bridge Beams have CE marking and concrete is certied to EN 206. We operate and maintain ISO 9001 Quality Assurancestandards. • All our Bridge beam sections including the W beam and MY Beams (designed and developed by Banagher) are recognised and used in Computer Bridge Beam design packages.

Pretensioned prestressed concrete bridge beams were introduced into many countries in the period 1948 to 1995. In the period after the War, infrastructure which had been damaged or neglected had to be replaced. The newly developed pretensioning technique was put to use in the manufacture of beams which could be used for a variety of bridging and decking problems. At first, manufacturers rushed in competition to develop their own sections, which provided choice but only at the provisional layout stage. In some countries this was seen as a major disadvantage, compared with standard steel sections which could be specified and bought freely and competitively at the time of construction. Industry groups, with the blessing of National Authorities, removed this disincentive by developing a series of beam sections which could be made by any manufacturer. The Standard Bridge Beam was born. In Ireland the first prestressed concrete bridge beam project was the “OB56 Dublin to Cork Line at Sallins”in 1952. It consisted of 15 number I Beams, 11430mm long weighing 4.5 tonne. The beams were 560mm deep and 460mm wide with a prestressing force of 950 kilonewtons and 4 number prestressing bars per beam.

any material up to lengths of 60 metres. Transport and crane capabilities have now increased to the extent that spans in excess of 45 metres can now be delivered and erected with beams weighing 150 tonnes. The Banagher Precast Concrete W Beam was brought to the market in 2005 and has successfully taken advantage of this change in scope. The W Beam bridge beam was designed and developed exclusively by Banagher Precast Concrete. The first ever W Beam was produced by Banagher Precast Concrete in 2005 and was manufactured for the Kinsale Road Flyover on the outskirts of Cork City. There was considerable research, design and investment required to bring this new and unique Bridge Beam to the UK and Irish markets. The W Beam was developed by Banagher Precast Concrete asa more economical solution to traditional bridge beam types existing in the market. It is also capable of spanning in excess of 45m, which is beyond the range of other beam types.

In the UK the first Standard beams were developed by the PCBDG (Prestressed Concrete Bridge Development Group) and were an Inverted T beam for a solid slab deck, an I beam for a beam and top slab deck and a Box Beam for a voided deck. In the USA an I beam, a Box beam and a Bulb T were similarly developed. The PCBDG Inverted T beam is still made today, after 60 years of excellent service. In the UK and Ireland by 1973, the M Beam, a larger version of the Inverted T for beam and slab and voided decks and a U Beam which provided a voided deck of more elegant appearance had been introduced. By the mid 1980’s, it became clear that although bridge beams were performing well, the joints between decks and their supporting abutments tended to leak and winter road salt was being allowed to penetrate down to bearing shelves and substructures causing corrosion damage. This problem applied to bridges of all forms of construction, insitu concrete and steel included. The way forward wasto provide continuity in decks over supports of multi span bridges and at abutments. For this and other reasons a new beam the Y Beam was introduced with variants for Solid Slab - TY, Beam and slab - Y and for spans up to 40 metres – SY. At the same time, experience in the USA with a compromise form of continuity, Integral Construction, was brought across the Atlantic. This was followed by back up research and finally a presumption that Integral Construction should be used for all bridges of

2

PRECAST


PRECAST

As well as these benefits the W Beam is inherently more stable during transportation and erection on site, thus providing for better Health and Safety on sites. A couple of years later in 2007 the MY Beam bridge beam was designed and developed by Banagher Precast Concrete. The MY Beam was developed as a more economical solution to traditional ‘Inverted T Beam’and ‘TY Beam’type bridgebeamswhich existed in the market place. For spans up to approximately 15m the MY Beam provides a more efficient solution than tradition beams, reducing the amount of precast concrete required. The MY Beam is a more environmentally friendly beam with a smaller carbon footprint than other beam types for similar spans. The Pretensioned Prestressed Bridge Beamhas been with us for nearly 70 years and with its original sound engineering background still has proven excellent durability to this day.


3

Banagher Precast Concrete Bridge Beams The informationprovided below will enableour customers to make apreliminary assessment of the suitability of one or more beam types for a particular bridge design requirement. The detailed cross sections, section properties, notional load span tables and normal methods of use are given in the following pages.

Bridge Beam Type

The chart below gives a guide tothe spanrange of all ofthe Banagher Precast Concrete Bridge Beam types, designed to the new Eurocode loading outlined in the technical section for each beam. The final choice of beam and the detailed design will be determined by the relevant performance specification.

Span Ranges

Typical Applications Advantages

M & UMB Edge Beam For Beam and Slab Construction

16 - 35m

Providesa voidedbridgedeckwith aclosedsoffitfor beamandslab constructionformediumandlong spanbridges

Typical Construction Details

VeryEfficentSpan-WeightRatio. TheUMBbeamactsas anedgebeam givingafair facedprecastfinishto the bridgedeck.

0 6 3 1 0 4 6

Photo

0 6 3 1 0 4 6

1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

Solidslabconstructionforshort and mediumspanbridges.roadand railway overbridges.

MY & MYE Edge Beam For Solid Slab Construction

9 - 19m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

Solidslabconstructionforshort span bridges,railwayoverbridges,jetties, marinedocksandloading bayconstruc tion.

Solid Box Beam 10 - 35m 1 2

970

UMBBeam

Amoreeconomicalsolutiontotraditional TBeamandTY BeamBridgeConstruction whichexistinthe marketplace.Providesa flatsoffitwithno needforformwork.

& Des ig ned b y ped

De ve lo e r B a n a g h P r e c a s t e C o n c r e t

970

M Beam

0 0 6 0 0 3

0 0 6 0 0 3

970

970

MY Beam

MYE Beam

Averyrobustbridgeconstruction.No needforformwork.Verygoogresistance Inmarineenvironments.Canbeeasily designedfor continuity.

0 0 0 1 0 0 3

495-1500

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

Solid BoxBeam

Beamandslabconstructionfor long spanbridges.

SY & SYE Edge Beam 16 - 45m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

T Beam For Solid Slab Construction

11 - 21.75m

Solidslabconstructionforshort and mediumspanbridges,jetties,marine docksandloadingbayconstruction.

Undersideof deckandsurfacesofbeams andbridgebearingsarefullyvisible forinspectionand maintenance.Good capacityfornegativebendingat supports. Followedon fromthesuccessfulYBeam whentheneedforlongerspansarouse. Practicaland economicalsolutionfor spansupto 45m.

0 0 0 2 0 0 5 1

0 0 0 2 0 0 5 1

750

750

SY Beam

SYE Beam

Averyrobustbridgeconstruction.No needforformwork.Verygoogresistance Inmarineenvironments.Canbeeasily designedforcontinuity

5 1 8 0 8 3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 495

T Beam

4 PRECAST


PRECAST


5

Banagher Precast Concrete Bridge Beams The informationprovided below will enableour customers to make apreliminary assessment of the suitability of one or more beam types for a particular bridge design requirement. The detailed cross sections, section properties, notional load span tables and normal methods of use are given in the following pages.

Bridge Beam Type

The chart below gives a guide tothe spanrange of all ofthe Banagher Precast Concrete Bridge Beam types, designed to the new Eurocode loading outlined in the technical section for each beam. The final choice of beam and the detailed design will be determined by the relevant performance specification.

Span Ranges

Typical Applications Advantages Providesa voidedbridgedeckwith aclosedsoffitfor beamandslab constructionformediumandlong spanbridges

M & UMB Edge Beam For Beam and Slab Construction

16 - 35m


VeryEfficentSpan-WeightRatio. TheUMBbeamactsas anedgebeam givingafair facedprecastfinishto the bridgedeck.

0 6 3 1 0 4 6

Photo

0 6 3 1 0 4 6

1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

Solidslabconstructionforshort and mediumspanbridges.roadand railway overbridges.

MY & MYE Edge Beam For Solid Slab Construction

9 - 19m

0 0 6 0 0 3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

Solidslabconstructionforshort span bridges,railwayoverbridges,jetties, marinedocksandloading bayconstruc tion.

Solid Box Beam 10 - 35m 1 2

970

UMBBeam

Amoreeconomicalsolutiontotraditional TBeamandTY BeamBridgeConstruction whichexistinthe marketplace.Providesa flatsoffitwithno needforformwork.



970

M Beam

0 0 6 0 0 3

970

970

MY Beam

MYE Beam

Averyrobustbridgeconstruction.No needforformwork.Verygoogresistance Inmarineenvironments.Canbeeasily designedfor continuity.

0 0 0 1 0 0 3

495-1500

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0

Solid BoxBeam

Beamandslabconstructionfor long spanbridges.

SY & SYE Edge Beam 16 - 45m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0


T Beam For Solid Slab Construction

11 - 21.75m

Undersideof deckandsurfacesofbeams andbridgebearingsarefullyvisible forinspectionand maintenance.Good capacityfornegativebendingat supports. Followedon fromthesuccessfulYBeam whentheneedforlongerspansarouse. Practicaland economicalsolutionfor spansupto 45m.

0 0 0 2 0 0 5 1

0 0 0 2 0 0 5 1

750

750

SY Beam

SYE Beam

Averyrobustbridgeconstruction.No needforformwork.Verygoogresistance Inmarineenvironments.Canbeeasily designedforcontinuity

5 1 8 0 8 3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 495

T Beam

4 PRECAST


PRECAST


5

Banagher Precast Concrete Bridge Beams Bridge Beam Type

Span Ranges

Typical Applications Advantages Solidslabconstructionforshort and mediumspanbridges,jetties,marine docksandloadingbayconstruction.

TB Beam For Solid Slab Construction

11 - 23m


Averyrobustbridgeconstruction.No needforformwork.Verygoogresistance Inmarineenvironments.Canbe easily designedfor continuity.

5 2 8 5 7 3

& Des ig ned b y De ve lo ped

e r B a n a g h P r e c a s t e C o n c r e t

Photo

1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 495

TBBeam

Beamandslabconstructionfor short andmediumspanbridges.

TY & TYE Edge Beam For Beam and Slab Construction

12 - 26.5m 1 2

Undersideofdeckand surfacesof beams andbridgebearingsarefullyvisible forinspectionand maintenance.Good capacityfornegativebendingat supports.

0 0 9 0 0 4

0 0 9 0 0 4

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 750

750

TY Beam


TY & TYE Edge Beam For Solid Slab Construction

12 - 26m 1 2


TYE Beam

0 0 9 0 0 4

0 0 9 0 0 4

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 750

750

TY Beam

U & SU Beam 13 - 41.5m

Beamandslabconstructionfor longspanbridges.major motorwayschemes.

TYE Beam

Suitableforskewdecksandwheretorsion ishigh.Visuallypleasing. 0 0 6 1 0 0 5 1

0 0 6 1 0 0 6

1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 44 4 5 4 6 4 7 4 8 4 9 5 0

W Beam 17 - 50m

& Des ig ned b y De ve lo ped r

e B a n a g h P r e c a s t e C o n c r e t

1 2


3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 2 0 2 1 22 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 32 3 3 3 4 3 5 3 6 3 7 3 8 3 9 40 4 1 4 2 4 3 4 4 4 5 4 6 4 7 4 8 49 5 0


Y & YE Edge Beam 16 - 40m 1 2

6

PRECAST

970

970

UBeam

SUBeam

TheWBeamwasdevelopedbyBanagher PrecastConcreteasa moreeconomicalsolution totraditionalbridgebeamtypesexistingin themarket.Itisalso capableofspanningin excessof 45m,whichisbeyondtherangeof otherbeamtypes.Aswellasthesebenefits theWBeamis inherentlymorestableduring transportationand erectionon site,thus providingforbetterHealthandSafetyon sites.

0 0 3 2 0 0 8

1500

WBeam


0 0 4 1 0 0 7

0 0 4 1 0 0 7

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 44 4 5 4 6 4 7 4 8 4 9 5 0


PRECAST


750

750

Y Beam

YE Beam

7

Banagher Precast Concrete Bridge Beams Bridge Beam Type

Span Ranges

Typical Applications Advantages Solidslabconstructionforshort and mediumspanbridges,jetties,marine docksandloadingbayconstruction.

TB Beam For Solid Slab Construction

11 - 23m



5 2 8 5 7 3

& Des ig ned b y De ve lo ped

e r B a n a g h P r e c a s t e C o n c r e t

Photo

1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 20 2 1 2 2 2 3 2 4 2 5 2 6 2 7 2 8 29 3 0 3 1 3 2 3 3 3 4 3 5 3 6 37 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 495

TBBeam


TY & TYE Edge Beam For Beam and Slab Construction


12 - 26.5m 1 2

0 0 9 0 0 4

0 0 9 0 0 4

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 750

750

TY Beam


TY & TYE Edge Beam For Solid Slab Construction

12 - 26m 1 2

TYE Beam


0 0 9 0 0 4

0 0 9 0 0 4

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 4 4 4 5 46 4 7 4 8 4 9 5 0 750

750

TY Beam


U & SU Beam 13 - 41.5m

TYE Beam

Suitableforskewdecksandwheretorsion ishigh.Visuallypleasing. 0 0 6 1 0 0 5 1

0 0 6 1 0 0 6

1 2 3 4 5 6 7 8 9 10 1 1 12 1 3 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 44 4 5 4 6 4 7 4 8 4 9 5 0


W Beam 17 - 50m



1 2


6

PRECAST

0 0 3 2 0 0 8

1500

WBeam


16 - 40m 1 2

970

SUBeam

TheWBeamwasdevelopedbyBanagher PrecastConcreteasa moreeconomicalsolution totraditionalbridgebeamtypesexistingin themarket.Itisalso capableofspanningin excessof 45m,whichisbeyondtherangeof otherbeamtypes.Aswellasthesebenefits theWBeamis inherentlymorestableduring transportationand erectionon site,thus providingforbetterHealthandSafetyon sites.

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 1 8 1 9 2 0 2 1 22 2 3 2 4 2 5 2 6 2 7 2 8 2 9 3 0 3 1 32 3 3 3 4 3 5 3 6 3 7 3 8 3 9 40 4 1 4 2 4 3 4 4 4 5 4 6 4 7 4 8 49 5 0

Y & YE Edge Beam

970

UBeam

0 0 4 1 0 0 7

0 0 4 1 0 0 7

3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 1 7 18 1 9 2 0 2 1 2 2 2 3 2 4 2 5 2 6 2 7 28 2 9 3 0 3 1 3 2 3 3 3 4 3 5 36 3 7 3 8 3 9 4 0 4 1 4 2 4 3 44 4 5 4 6 4 7 4 8 4 9 5 0


PRECAST

750

750

Y Beam

YE Beam


7

M & UMB Edge Beam for Beam and Slab Construction M & UMB-BEAM - BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 1300mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 1000mm TO 1600mm c/c's

50

0 6 3 1 = 0 0 1 8 2 M 1 = 0 0 9 2 M 1 = 0 2 8 1 M 1 = 0 4 7 0 M 1 = 0 6 6 M 9 = 0 5 8 M 8 = 4 0 0 M 8 = 3 0 2 M 7 = 2 0 8 M 6 = 0 8 6 0 M 4 6 = 1 M

400 300 Y

135 25

5 4

X

X

c Y 0 6 1

M1 M680 M2 M3 M4 M5 M6 M7 M8 M9 M10 UMB1 UMB680 UMB2 UMB3 UMB4 UMB5 UMB6 UMB7 UMB8 UMB9 UMB10

8

Depth

Area

(mm)

(mm²)

Ht. centroid over soffit Yc (mm)

640 680 720 800 880 960 1040 1120 1200 1280 1360 640 680 720 800 880 960 1040 1120 1200 1280 1360

284650 300650 316650 348650 380650 355050 387050 419050 393450 425450 457450 345675 360475 375275 404875 434475 464075 493675 523275 552875 582475 612075

220.1 242.9 265.4 309.8 353.4 357.0 409.2 459.6 454.1 512.3 568.0 243.4 260.1 276.9 311.4 346.5 382.3 418.6 455.4 492.4 529.8 567.4

PRECAST

5 4

X

c Y

Y

25

5 2

Full UMB Beam Range

Section modulus - (mm3 x 106) Top fibre Bottom fibre Zt Zb

24.72 30.14 35.64 46.96 58.76 59.39 75.39 91.52 87.39 108.09 128.65 29.34 33.25 37.41 46.42 56.37 67.22 78.95 91.56 105.03 119.36 134.52


47.17 54.24 61.04 74.32 87.56 100.33 116.23 131.53 143.57 161.96 179.36 47.79 53.70 59.85 72.86 86.78 101.56 117.19 133.64 150.92 169.00 187.90

16

17

18

19

20

21

22

23

24

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation.

970

Full M Beam Range

185

Y

0 6 3 1 = 0 0 1 8 B 2 M 1 U = 9 0 B 0 M 2 U 1 = 0 8 2 B 1 X M 1 U = 0 7 4 B 0 M 1 = 0 U 6 6 B 9 M = 0 U 5 8 B 8 0 M = 0 4 8 U B M = 0 2 U 3 B 7 = 0 M 2 8 U B 6 M = U 0 8 6 0 4 B 6 M = U 1 B M U

Y 970

Section

600

Metres M1 M680 M2 M3 M4 M5 M6 M7 M8 M9 M10

Second Moment of Area I xx (mm 4 x 109)

Approximate self-weight (kN/m)

Web Height

10.381 13.173 16.202 23.020 30.944 35.813 47.559 60.446 65.187 82.977 101.880 11.635 13.964 16.573 22.685 30.071 38.830 49.059 60.856 74.318 89.540 106.620

7.12 7.52 7.92 8.72 9.52 8.88 9.68 10.48 9.84 10.64 11.44 8.64 9.01 9.38 10.12 10.86 11.60 12.34 13.08 13.82 14.56 15.30

200 200 200 200 200 440 440 440 680 680 680 -

» » » » »

Traffic loading as per Eurocode 1 Design to Eurocode 2 Simply supported bridge beam structure Beams spaced at 1.3mcentres C40/50 Insitu deck slab200mm over beam

Alternative Spacings & Spans: " for a beam spacing "S" other than 1.3m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.3/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.3m spacing from the above chart. S=1.3(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general beam spacing in mm of 1350+0.28D for M-beams where D= beam depth.

25

26

27

28

29

30

31

32

33

34

35

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » M-Beams can be poured to any beam depth from 640mm to 1400mm deep if it is found necessary to match the depths to those of other beams like Y-Beams, W-Beams etc.. » Thistablealso coversUMB-Beams

Beam spacings greater than this may be used but the permanent shutter will have to be either 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep. This also requires the shear links to be narrowed and some adjustment of the top strand locations.

H(mm)

50 0 8

40

B12LINK

40

B10-01 2No.@1280 2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@530 2No.@480 2No.@430 2No.@380 2No.@330

110 50505050 5 05 0 7 5 7 5 50505050 5050110

M B ea m S ho wi ng A ll Po ss ib le St ra nd L oc at io ns

PRECAST

01

01

2No.@1280 2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@530 2No.@480 2No.@430 2No.@380 2No.@330

01

B10-02 4No.@160 14No.@110 15No.@60

0 4

01


4No.@200 02

02

16No.@110 15No.@60

0 4

110 50505050 5 05 0 7 5 7 5 50505050 5050110 25

5 2

U MB B ea m S ho wi ng A ll Po ss ib le St ra nd L oc at io ns

9

M & UMB Edge Beam for Beam and Slab Construction M & UMB-BEAM - BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 1300mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 1000mm TO 1600mm c/c's Metres M1 M680 M2 M3 M4 M5 M6 M7 M8 M9 M10

400 50

0 6 3 1 = 0 0 1 8 M 2 1 = 0 0 9 2 M 1 = 0 8 2 1 M 1 = 0 7 4 0 M 1 = 6 0 6 M 9 = 5 0 8 M 8 = 4 0 0 M 8 = 0 3 2 M 7 = 2 0 M 8 6 = 0 8 6 0 M 4 6 = 1 M

300 Y

135

600 25

5 4

X

0 6 3 1 = 0 1 0 B 8 2 M 1 U = 9 0 B 0 M 2 U 1 = 8 0 B 2 M 1 1 U = 0 7 4 B 0 M 1 U = 0 6 6 B 9 M = 0 U 5 8 B 8 M = 0 0 U 4 B 8 0 = 2 M 3 U B 7 = 0 M 2 8 U B 6 M = U 0 8 0 6 4 B 6 M = U 1 B

X

c Y

Y

5 4

X

X

c Y

Y 970

Full M Beam Range

M1 M680 M2 M3 M4 M5 M6 M7 M8 M9 M10 UMB1 UMB680 UMB2 UMB3 UMB4 UMB5 UMB6 UMB7 UMB8 UMB9 UMB10

8

Area

(mm)

(mm²)


640 680 720 800 880 960 1040 1120 1200 1280 1360 640 680 720 800 880 960 1040 1120 1200 1280 1360

284650 300650 316650 348650 380650 355050 387050 419050 393450 425450 457450 345675 360475 375275 404875 434475 464075 493675 523275 552875 582475 612075

220.1 242.9 265.4 309.8 353.4 357.0 409.2 459.6 454.1 512.3 568.0 243.4 260.1 276.9 311.4 346.5 382.3 418.6 455.4 492.4 529.8 567.4

PRECAST

17

18

19

20

21

22

23

24

» » » » »


M U

0 6 1

Depth

16


Y 970

Section

185

25

5 2

Full UMB Beam Range


24.72 30.14 35.64 46.96 58.76 59.39 75.39 91.52 87.39 108.09 128.65 29.34 33.25 37.41 46.42 56.37 67.22 78.95 91.56 105.03 119.36 134.52



Web Height

10.381 13.173 16.202 23.020 30.944 35.813 47.559 60.446 65.187 82.977 101.880 11.635 13.964 16.573 22.685 30.071 38.830 49.059 60.856 74.318 89.540 106.620

7.12 7.52 7.92 8.72 9.52 8.88 9.68 10.48 9.84 10.64 11.44 8.64 9.01 9.38 10.12 10.86 11.60 12.34 13.08 13.82 14.56 15.30

200 200 200 200 200 440 440 440 680 680 680 -

47.17 54.24 61.04 74.32 87.56 100.33 116.23 131.53 143.57 161.96 179.36 47.79 53.70 59.85 72.86 86.78 101.56 117.19 133.64 150.92 169.00 187.90

Alternative Spacings & Spans: " for a beam spacing "S" other than 1.3m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.3/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.3m spacing from the above chart. S=1.3(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general beam spacing in mm of 1350+0.28D for M-beams where D= beam depth.

25

26

27

28

29

30

31

32

33

34

35

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » M-Beams can be poured to any beam depth from 640mm to 1400mm deep if it is found necessary to match the depths to those of other beams like Y-Beams, W-Beams etc.. » Thistablealso coversUMB-Beams


H(mm)

50 0 8

B10-01 2No.@1280 2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@530 2No.@480 2No.@430 2No.@380 2No.@330

40

B12LINK

40

01

4No.@200 02

16No.@110 15No.@60

110 50505050 5 05 0 7 5 7 5 50505050 5050110

110 50505050 5 05 0 7 5 7 5 50505050 5050110

PRECAST

02

0 4

5 2

25

M B ea m S ho wi ng A ll Po ss ib le St ra nd L oc at io ns


2No.@1280 2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@530 2No.@480 2No.@430 2No.@380 2No.@330

01

B10-02 4No.@160 14No.@110 15No.@60

0 4

01

01

U MB B ea m S ho wi ng A ll Po ss ib le St ra nd L oc at io ns


9

MY & MYE Edge Beam for Solid Slab Construction MY BEAM SOLID SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATION OF 985mm SPACING Metres

d& Des ig ne b y d De ve lo pe

9

10

11

12

13

14

15

16

17

18

19

MY1

e r B a n a g a h t P r e c s t e C o n c r e

MY2 MY3 MY4 MY5 MY6 MY7

Wf

Wf

440

705

Y

Y

0 0 6 = 0 5 7 5 Y = 0 M 6 0 Y 5 = 0 M 5 5 Y 4 = 0 M 4 0 Y 4 = 0 M 3 5 Y 3 0 X = M 2 0 Y 3 = M 1 Y M

0 0 6 = 0 5 7 5 E 0 Y = 0 6 5 M E Y = M 5 E Y M

Transverseholes@ 800mmc entres

X

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. » » » » »

0 5 4 = 0 4 0 E 4 0 Y = 5 3 3 M E 0 Y = 0 X M 2 E 3 Y = 1 M E Y M

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete » MY-Beams have been designed specifically for solid slab construction. The bottom flange thickness and link shape are not sufficent for beam and slab construction. » If beam and slab construction is preferred please use the TY-Beam version. » This table also covers MYE-Beams, but please note thatwhen dealing with MYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

Traffic loading as per Eurocode 1 Design to Eurocode 2 Simply supported bridge beam structure Beams spaced at 985mm centres C40/50 Insitu infill solid slab deck to 150mm over the beam

X

Y

Y 970

970

Full MY Beam Range

250

Full MYE Beam Range 2 4 3

150

5 2 1

5 6

150

250

P la n o fTr an sv er se Ho le s @ 80 0m m c /c ’s

102

Section

MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYE1 MYE2 MYE3 MYE4 MYE5 MYE6 MYE7

Depth (mm)

300 350 400 450 500 550 600 300 350 400 450 500 550 600

10 PRECAST

Area (mm²)

170000 188500 208000 228500 250000 272000 294000 230190 263690 297690 332190 367190 402440 437690

Ht. centroid over soffit Y c (mm)

Dist. centroid to vertical face X c (mm)

111.7 132.6 155.4 179.6 205.0 230.9 256.6 136.0 160.1 184.6 209.6 234.9 260.3 285.6

485.0 485.0 485.0 485.0 485.0 485.0 485.0 399.1 391.0 385.2 381.0 378.0 375.8 373.9



6.39 9.05 12.31 16.18 20.67 25.61 30.83 10.78 14.84 19.58 25.01 31.13 37.85 45.11

10.78 14.84 19.39 24.37 29.74 35.40 41.26 12.99 17.61 22.85 28.69 35.13 42.13 49.66

Second Moment of Area I xx (mm4 x 109)


Top Flange Width W f (mm)

1.2033 1.9681 3.0123 4.3753 6.0972 8.1425 10.587 1.7667 2.8186 4.2180 6.0128 8.2517 10.9661 14.1830

4.25 4.71 5.20 5.71 6.25 6.80 7.35 5.75 6.59 7.44 8.30 9.18 10.06 10.94

360.0 380.0 400.0 420.0 440.0 440.0 440.0 665.0 675.0 685.0 695.0 705.0 705.0 705.0

E le va ti on of Tr an sve rs e H ol es @ 8 00 mm c/ c’s

60

102 B10LINK

150

173

102

102

118 B12LINK

3No.@550

5No.@550

3No.@500

5No.@500

3No.@450

5No.@450

3No.@400

5No.@400

3No.@350

5No.@350 B16femalecoupler

3No.@300 3No.@250

30

5No.@300 3No.@250 2No.@200

57 45 45 57

6No.@150 5No.@105

11No.@105 17No.@60

17No.@60 25

25 65

55 5 5 55 5 5 55 55 4 5 4 5 4 5 4 5 55 55 5 5 5 5 5 5 55 65

75

50 50 55 55 55 5 5 4 5 4 5 4 5 4 5 55 5 5 55 55 55 55

65

920 970

970

Section Through MY Beam Range Showing All Strand Locations

Section Through MYE Beam Range Showing All Strand Locations

PRECAST


11

MY & MYE Edge Beam for Solid Slab Construction MY BEAM SOLID SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATION OF 985mm SPACING Metres

d& Des ig ne b y d De ve lo pe

9

10

11

12

13

14

15

16

17

18

19

MY1

e r B a n a g a h t P r e c s t e C o n c r e

MY2 MY3 MY4 MY5 MY6 MY7

Wf

Wf

440

705

Y

Y

0 0 6 = 0 7 5 Y 5 0 = M 6 0 Y 5 = 0 M 5 5 Y 4 = 0 M 4 0 Y 4 = 0 M 3 5 Y 3 0 X = M 2 0 Y 3 = M 1 Y M

Transverseholes@ 800mmc entres

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. » » » » »

0 0 6 0 = 5 7 5 E 0 Y = 0 6 5 M E 0 Y = 5 M 5 E 4 Y = 0 0 M 4 E 4 0 Y = 5 M 3 E 3 0 Y = 0 2 3 X M E Y = M 1 E Y M

X

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete » MY-Beams have been designed specifically for solid slab construction. The bottom flange thickness and link shape are not sufficent for beam and slab construction. » If beam and slab construction is preferred please use the TY-Beam version. » This table also covers MYE-Beams, but please note thatwhen dealing with MYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc


X

Y

Y 970

970

Full MY Beam Range

250

Full MYE Beam Range 2 4 3

150

5 2 1

5 6

150

250

P la n o fTr an sv er se Ho le s @ 80 0m m c /c ’s

102

Section

MY1 MY2 MY3 MY4 MY5 MY6 MY7 MYE1 MYE2 MYE3 MYE4 MYE5 MYE6 MYE7

Depth (mm)

300 350 400 450 500 550 600 300 350 400 450 500 550 600

10 PRECAST

Area (mm²)

170000 188500 208000 228500 250000 272000 294000 230190 263690 297690 332190 367190 402440 437690

Ht. centroid over soffit Y c (mm)

Dist. centroid to vertical face X c (mm)

111.7 132.6 155.4 179.6 205.0 230.9 256.6 136.0 160.1 184.6 209.6 234.9 260.3 285.6

485.0 485.0 485.0 485.0 485.0 485.0 485.0 399.1 391.0 385.2 381.0 378.0 375.8 373.9


6.39 9.05 12.31 16.18 20.67 25.61 30.83 10.78 14.84 19.58 25.01 31.13 37.85 45.11

10.78 14.84 19.39 24.37 29.74 35.40 41.26 12.99 17.61 22.85 28.69 35.13 42.13 49.66



Top Flange Width W f (mm)

1.2033 1.9681 3.0123 4.3753 6.0972 8.1425 10.587 1.7667 2.8186 4.2180 6.0128 8.2517 10.9661 14.1830

4.25 4.71 5.20 5.71 6.25 6.80 7.35 5.75 6.59 7.44 8.30 9.18 10.06 10.94

360.0 380.0 400.0 420.0 440.0 440.0 440.0 665.0 675.0 685.0 695.0 705.0 705.0 705.0

E le va ti on of Tr an sve rs e H ol es @ 8 00 mm c/ c’s

60

102

150

173

102

102

118 B12LINK

3No.@550

B10LINK

5No.@550

3No.@500

5No.@500

3No.@450

5No.@450

3No.@400

5No.@400

3No.@350

5No.@350 B16femalecoupler

3No.@300

5No.@300

3No.@250

30

3No.@250 2No.@200

57 45 45 57

6No.@150 5No.@105

11No.@105 17No.@60

17No.@60 25

25 65

55 5 5 55 5 5 55 55 4 5 4 5 4 5 4 5 55 55 5 5 5 5 5 5 55 65

75

50 50 55 55 55 5 5 4 5 4 5 4 5 4 5 55 5 5 55 55 55 55

65

920


970

970

Section Through MY Beam Range Showing All Strand Locations

Section Through MYE Beam Range Showing All Strand Locations

PRECAST


11

Solid Box Beam 45

SDX�1�=405,SDX�2� =660,SDX�3� =880,SDX�4�= 1410

0 0 0 1 = 0 0 8 9 D S = 7 0 D 0 S 8 = 6 0 D 0 S 7 = 5 0 D 0 S 6 = 4 0 D 0 S 5 = 3 0 D 0 S 4 = 2 0 D 0 S 3 = 1 D S

SOLID BOX BEAMS SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATIONS SPACED SIDE BY SIDE

45

Metres SD 1 300mm Deep SD 2 400mm Deep SD 3 500mm Deep SD 4 600mm Deep SD 5 700mm Deep SD 6 800mm Deep SD 7 900mm Deep SD 8 1000mm Deep

0 1 9

5 3

25 SDX�1�=495,SDX�2� =750,SDX�3� =970,SDX�4�= 1500

» » » » »

5 2

SOLID BOX BEAM �GENERIC� Section

SD1 (1) SD2 (1) SD3 (1) SD4 (1) SD5 (1) SD6 (1) SD7 (1) SD8 (1) SD1 (2) SD2 (2) SD3 (2) SD4 (2) SD5 (2) SD6 (2) SD7 (2) SD8 (2) SD1 (3) SD2 (3) SD3 (3) SD4 (3) SD5 (3) SD6 (3) SD7 (3) SD8 (3) SD1 (4) SD2 (4) SD3 (4) SD4 (4) SD5 (4) SD6 (4) SD7 (4) SD8 (4)

12 PRECAST

Depth

Area

(mm)

(mm²)

300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000

127625 168125 208625 249125 289625 330125 370625 411125 204125 270125 336125 402125 468125 534125 600125 666125 270125 358125 446125 534125 622125 710125 798125 886125 429350 570350 711350 852350 993350 1134350 1275350 1416350



145.0 194.0 244.0 294.0 343.0 393.0 443.0 493.0 147.0 196.0 246.0 296.0 346.0 396.0 446.0 496.0 148.0 197.0 247.0 297.0 347.0 397.0 447.0 497.0 148.4 198.2 248.1 298.1 348.0 398.0 448.0 497.9

Section modulus - (mm 3 x 106) Top fibre Bottom fibre Zt Zb

6.33 11.23 17.50 25.11 34.08 44.40 56.08 69.10 10.17 18.05 28.13 40.43 54.92 71.62 90.52 111.62 13.47 23.92 37.30 56.63 72.90 95.09 120.23 148.29 21.44 38.08 59.43 85.48 116.23 151.69 191.85 236.71

11

12

13

14

15

16

17

18

19

20

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. NOTE: Beam depths from 350mm to 950mm in 100mm steps are also available and can be produced - contact Banagher Precast Concrete for further details.

0 3

25

10

6.79 11.90 18.38 26.20 33.38 45.91 57.79 71.02 10.62 18.71 29.00 41.50 56.21 73.11 92.22 113.52 13.92 24.58 38.17 54.70 74.17 96.58 121.92 150.19 21.91 38.76 60.33 86.59 117.56 153.23 193.6 238.67

22

23

24

25

26

27

28

29

30

31

32

33

34

35

» C50/60 precast concrete grade @ 28 days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see

Note: » The above figures are for actual beam length » The clear span will be 1m less than the above figures Traffic loading as per Eurocode 1 » The centre to centre of bearing in a simply supported structure will be 500mm Design to Eurocode 2 less than the above figures Simply supported bridge beam structure » The pier to abutment centres will be perhaps 500mm greater than the above figures Beams spaced at 510mm, 770mm and 990mm centres depending on beam width » Longer spans can be achieved by propping the beams while pouring the C40/50 Insitu infill between beams - 75mm topping assummed insitu concrete


3.19 4.20 5.22 6.23 7.24 8.25 9.27 10.28 5.10 6.75 8.40 10.05 11.70 13.35 15.00 16.65 6.75 8.95 11.15 13.35 15.55 17.75 19.95 22.15 10.73 14.26 17.78 21.31 24.83 28.36 31.88 35.41

21

52.5

300

B10�01 52.5

50

215

130

B10�01 215

50 B10�02

B10�02 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@530 2No.@480 2No.@430 2No.@380 2No.@330 2No.@280 2No.@230

50 65 50 50 50 65 65 50 5050 65 50

7No.@160 7No.@110 7No.@60

4No.@930 4No.@880 4No.@830 4No.@780 4No.@730 4No.@680 4No.@630 4No.@580 4No.@530 4No.@480 4No.@430 4No.@380 4No.@330 4No.@280 4No.@230 11No.@160 11No.@110 11No.@60

112.5 454545454545 112.5 495

1 10 5 050 50 65 50 50 65 50 50 50 110 750

SD8�1� Beam Showing All Possible Strand Locations


50

270

B10�01 240

270

50

50

265

240

B10�01 300

240

265

50 B10�02

B10�02 4No.@930 4No.@880 4No.@830 4No.@780 4No.@730 4No.@680 4No.@630 4No.@580 4No.@530 4No.@480 4No.@430 4No.@380 4No.@330 4No.@280 4No.@230 95 70 50 50 50 50 70 50 50 70 50 50 505 0 70 95

15No.@160 15No.@110 15No.@60

95 65 50 50 50 50 70 5050 70 50 50 50 50 50 50 70 50 50 70 50 50 50 50 65 9 5

115 50 50 50 50 70 5 05 05 05 070 50 50 50 50 115 970

115 45 50 50 50 70 50 50 50 50 70 50 50 50 50 70 50 50 50 50 70 50 50 5050 115 1500



PRECAST



13

Solid Box Beam 45

SDX�1�=405,SDX�2� =660,SDX�3� =880,SDX�4�= 1410

SOLID BOX BEAMS SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATIONS SPACED SIDE BY SIDE

45

0 0 0 1 = 0 8 0 D 9 S = 7 0 D 0 S 8 = 6 0 D 0 S 7 = 5 0 D 0 S 6 = 4 0 D 0 S 5 = 3 0 D 0 S 4 = 2 0 D 0 S 3 = 1 D S

0 1 9

5 3

25 SDX�1�=495,SDX�2� =750,SDX�3� =970,SDX�4�= 1500

» » » » »

5 2

SOLID BOX BEAM �GENERIC� Section

SD1 (1) SD2 (1) SD3 (1) SD4 (1) SD5 (1) SD6 (1) SD7 (1) SD8 (1) SD1 (2) SD2 (2) SD3 (2) SD4 (2) SD5 (2) SD6 (2) SD7 (2) SD8 (2) SD1 (3) SD2 (3) SD3 (3) SD4 (3) SD5 (3) SD6 (3) SD7 (3) SD8 (3) SD1 (4) SD2 (4) SD3 (4) SD4 (4) SD5 (4) SD6 (4) SD7 (4) SD8 (4)

Depth

Area

(mm)

(mm²)

300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000 300 400 500 600 700 800 900 1000

12 PRECAST



127625 168125 208625 249125 289625 330125 370625 411125 204125 270125 336125 402125 468125 534125 600125 666125 270125 358125 446125 534125 622125 710125 798125 886125 429350 570350 711350 852350 993350 1134350 1275350 1416350

145.0 194.0 244.0 294.0 343.0 393.0 443.0 493.0 147.0 196.0 246.0 296.0 346.0 396.0 446.0 496.0 148.0 197.0 247.0 297.0 347.0 397.0 447.0 497.0 148.4 198.2 248.1 298.1 348.0 398.0 448.0 497.9

6.33 11.23 17.50 25.11 34.08 44.40 56.08 69.10 10.17 18.05 28.13 40.43 54.92 71.62 90.52 111.62 13.47 23.92 37.30 56.63 72.90 95.09 120.23 148.29 21.44 38.08 59.43 85.48 116.23 151.69 191.85 236.71

11

12

13

14

15

16

17

18

19

20

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. NOTE: Beam depths from 350mm to 950mm in 100mm steps are also available and can be produced - contact Banagher Precast Concrete for further details.

0 3

25

10

Metres SD 1 300mm Deep SD 2 400mm Deep SD 3 500mm Deep SD 4 600mm Deep SD 5 700mm Deep SD 6 800mm Deep SD 7 900mm Deep SD 8 1000mm Deep

22

23

24

25

26

27

28

29

52.5

31

300

B10�01 52.5

50

33

34

35

215

130

B10�01 215

50 B10�02

2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@530 2No.@480 2No.@430 2No.@380 2No.@330 2No.@280 2No.@230

4No.@930 4No.@880 4No.@830 4No.@780 4No.@730 4No.@680 4No.@630 4No.@580 4No.@530 4No.@480 4No.@430 4No.@380 4No.@330 4No.@280 4No.@230

50 65 50 50 50 65 65 50 5050 65 50

11No.@160 11No.@110 11No.@60

7No.@160 7No.@110 7No.@60 112.5 454545454545 112.5 495

1 10 5 050 50 65 50 50 65 50 50 50 110 750



50

B10�01 240

270

270

50

50

265

B10�01 300

240

240

265

50 B10�02

B10�02 4No.@930 4No.@880 4No.@830 4No.@780 4No.@730 4No.@680 4No.@630 4No.@580 4No.@530 4No.@480 4No.@430 4No.@380 4No.@330 4No.@280 4No.@230 95 70 50 50 50 50 70 50 50 70 50 50 505 0 70 95


32


B10�02

3.19 4.20 5.22 6.23 7.24 8.25 9.27 10.28 5.10 6.75 8.40 10.05 11.70 13.35 15.00 16.65 6.75 8.95 11.15 13.35 15.55 17.75 19.95 22.15 10.73 14.26 17.78 21.31 24.83 28.36 31.88 35.41

30

Note: » The above figures are for actual beam length » The clear span will be 1m less than the above figures Traffic loading as per Eurocode 1 » The centre to centre of bearing in a simply supported structure will be 500mm Design to Eurocode 2 less than the above figures Simply supported bridge beam structure » The pier to abutment centres will be perhaps 500mm greater than the above figures Beams spaced at 510mm, 770mm and 990mm centres depending on beam width » Longer spans can be achieved by propping the beams while pouring the C40/50 Insitu infill between beams - 75mm topping assummed insitu concrete


6.79 11.90 18.38 26.20 33.38 45.91 57.79 71.02 10.62 18.71 29.00 41.50 56.21 73.11 92.22 113.52 13.92 24.58 38.17 54.70 74.17 96.58 121.92 150.19 21.91 38.76 60.33 86.59 117.56 153.23 193.6 238.67

21

95 65 50 50 50 50 70 5050 70 50 50 50 50 50 50 70 50 50 70 50 50 50 50 65 9 5

15No.@160 15No.@110 15No.@60

115 50 50 50 50 70 5 05 05 05 070 50 50 50 50 115 970

115 45 50 50 50 70 50 50 50 50 70 50 50 50 50 70 50 50 50 50 70 50 50 5050 115 1500



PRECAST



13

SY & SYE Edge Beam SY-BEAM-BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 1200mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 800mm TO 1600mm c/c's

240 Y

40

Y

0 0 0 2 = 6 Y S

» » » » »

0 0 8 1 = 4 E Y S

0 0 7 1 = 3 Y S

X

0 0 6 1 = 2 Y S

0 0 6 1 = 2 E Y S

c Y

Y

Area

(mm)

(mm²)


1500 1600 1700 1800 1900 2000 1500 1600 1700 1800 1900 2000

550090 582090 614090 646090 678090 710090 837240 890740 944240 997740 1051240 1104740

597.6 649.2 700.7 752.1 803.3 854.4 700.2 751.0 801.7 852.4 903.0 953.5

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » This tablealso covers SYE-Beams, but please notethat when dealing withSYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc


Beam spacings greater than this may be used but the permanent shutter will either have to be 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep. This also requires the shear links to be narrowed and some adjustment of the top strand locations. »

c Y

2No.@ 1930

Y

Full SYE Beam Range

Dist. centroid to vertical face Xc (mm)

287.7 286.5 285.4 284.4 283.6 282.8



132.69 154.09 176.30 199.35 223.28 248.10 211.91 242.10 273.90 307.36 342.49 379.30

200.39 225.66 251.41 277.77 304.82 332.65 242.05 273.68 306.88 341.70 378.17 416.30



119.750 146.510 176.170 208.910 244.870 284.220 169.490 205.540 246.040 291.260 341.470 396.940

13.75 14.55 15.35 16.15 16.95 17.75 20.93 22.27 23.61 24.94 26.28 27.62

150

2No.@ 1930

2No.@ 1830

2No.@ 1830

2No.@ 1730

2No.@ 1730

2No.@ 1630

2No.@ 1630

2No.@ 1530

2No.@ 1530

2No.@ 1430

2No.@ 1430

2No.@ 1330

2No.@ 1330

2No.@ 1230

2No.@ 1230

2No.@ 1130

2No.@ 1130

2No.@ 1030

2No.@ 1030

2No.@ 930

2No.@ 930

2No.@ 830

2No.@ 830

2No.@ 730

60 160 50 9 0

150

85

2No.@ 730

2No.@ 630

B12-01

2No.@ 630

B12-01

5No.@ 400 75 2No.@ 400

B12-02

2No.@ 310 345

14No.@ 210 14No.@ 160 14No.@ 110 13No.@ 60

75454545505065 65 505045454515

S Y Be am Sh ow in g Al l Po ss ib le S tr an d Lo ca ti on s

PRECAST

45

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » We do not normally recommend using C57/70 concrete with high levels of prestress in SY-beams due to their slenderness in handling and transportation

750

Full SY Beam Range

14 PRECAST

X

Xc

750

Depth

X

0 0 5 1 = 1 E Y S

0 0 5 1 = 1 Y S

17

Alternative Spacings & Spans: " for a beam spacing "S" other than 1.2m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.2m spacing from the above chart. S=1.2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and to » use standard 50/20 ribbed FRC shutter BPC recommends a general maximum beam spacing in mm of 1600mm for SY-beams.

0 0 7 1 = 3 E Y S

X

16


0 0 9 1 = 5 E Y S

0 0 8 1 = 4 Y S

SY1 SY2 SY3 SY4 SY5 SY6 SYE1 SYE2 SYE3 SYE4 SYE5 SYE6

0 5

0 0 0 2 = 6 E Y S

0 0 9 1 = 5 Y S

Section

40

495

0 5

Metres SY1 SY2 SY3 SY4 SY5 SY6


3No.@ 400 5No.@ 310 8No.@ 260 14No.@ 210 14No.@ 160 14No.@ 110 13No.@ 60v 75454545505065 65 5050454545 15

S YE B ea m Sh ow in g Al l Po ss ib le S tr an d Lo ca ti on s

15

SY & SYE Edge Beam SY-BEAM-BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 1200mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 800mm TO 1600mm c/c's

240

40

Y

Y

0 5

0 0 0 2 = 6 Y S

0 5

0 0 0 2 = 6 E Y S

0 0 9 1 = 5 Y S

» » » » »

0 0 8 1 = 4 E Y S

0 0 7 1 = 3 Y S

X

X

0 0 6 1 = 2 E Y S

c Y

X

Y

Y

Xc

(mm)

(mm²)


1500 1600 1700 1800 1900 2000 1500 1600 1700 1800 1900 2000

550090 582090 614090 646090 678090 710090 837240 890740 944240 997740 1051240 1104740

597.6 649.2 700.7 752.1 803.3 854.4 700.2 751.0 801.7 852.4 903.0 953.5

14 PRECAST

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » We do not normally recommend using C57/70 concrete with high levels of prestress in SY-beams due to their slenderness in handling and transportation Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » This tablealso covers SYE-Beams, but please notethat when dealing withSYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

Beam spacings greater than this may be used but the permanent shutter will either have to be 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep. This also requires the shear links to be narrowed and some adjustment of the top strand locations. »

150

2No.@ 1930

2No.@ 1830

2No.@ 1830

2No.@ 1730

2No.@ 1730

2No.@ 1630

2No.@ 1630

2No.@ 1530

2No.@ 1530

2No.@ 1430

2No.@ 1430

2No.@ 1330

2No.@ 1330

2No.@ 1230

2No.@ 1230

2No.@ 1130

2No.@ 1130

2No.@ 1030

2No.@ 1030

2No.@ 930

2No.@ 930

2No.@ 830

2No.@ 830

60 160 50 9 0

150

85

750

Full SY Beam Range

SY1 SY2 SY3 SY4 SY5 SY6 SYE1 SYE2 SYE3 SYE4 SYE5 SYE6

19


2No.@ 1930

750

Area

18

c Y

0 0 5 1 = 1 E Y S

0 0 5 1 = 1 Y S

Depth

17

Alternative Spacings & Spans: " for a beam spacing "S" other than 1.2m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.2m spacing from the above chart. S=1.2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and to » use standard 50/20 ribbed FRC shutter BPC recommends a general maximum beam spacing in mm of 1600mm for SY-beams.

0 0 7 1 = 3 E Y S

X

0 0 6 1 = 2 Y S

16


0 0 9 1 = 5 E Y S

0 0 8 1 = 4 Y S

Section

Metres SY1 SY2 SY3 SY4 SY5 SY6

40

495

Full SYE Beam Range


287.7 286.5 285.4 284.4 283.6 282.8


132.69 154.09 176.30 199.35 223.28 248.10 211.91 242.10 273.90 307.36 342.49 379.30



119.750 146.510 176.170 208.910 244.870 284.220 169.490 205.540 246.040 291.260 341.470 396.940

13.75 14.55 15.35 16.15 16.95 17.75 20.93 22.27 23.61 24.94 26.28 27.62

200.39 225.66 251.41 277.77 304.82 332.65 242.05 273.68 306.88 341.70 378.17 416.30

2No.@ 730

2No.@ 730

2No.@ 630

2No.@ 630

B12-01

B12-01

5No.@ 400 75

B12-02

2No.@ 400

3No.@ 400 5No.@ 310 8No.@ 260 14No.@ 210 14No.@ 160 14No.@ 110 13No.@ 60v

2No.@ 310 14No.@ 14No.@ 14No.@ 13No.@

345

210 160 110 60

75454545505065 65 5050454545 15

75454545505065 65 505045454515

S Y Be am Sh ow in g Al l Po ss ib le S tr an d Lo ca ti on s


PRECAST

S YE B ea m Sh ow in g Al l Po ss ib le S tr an d Lo ca ti on s


15

T Beam for Solid Slab Construction T-BEAMS SOLID SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATION OF 510mm SPACING Metres

11

12

13

14

15

16

17

18

19

20

21

22

T1 T2 T3 T4 T5 T6

205

T7

Y

T8 T9

5 1 8 = 0 1 T

T10 5 7 7 = 9 T


F 5 3 7 = 8 T 5 9 6 = 7 T

205 Y

5 5 6 = 6 T

F 0 2 4 = 2 T 0 8 3 = 1 T

X

5 8

X

0 4 2

0 5 5 3 5 = 3 T

c Y

c Y

102.5

0 4

205

5 3

102.5

25

5 4

102.5

1No.@770

1No.@730

1No.@730

1No.@680

1No.@690 1No.@650

1No.@630

25

Y

102.5

1No.@780

5 7 5 2

5 2

25

Y

Traffic loading asper Eurocode 1 Design to Eurocode 2 Simply supported bridge beam structure Beams spaced at 510mm centres C40/50 Insitu infill solid slab deck to 125mm over the beam

Note: » The above figures are for actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres willbe perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete

205

5 7

25

X

5 7 5 = 4 T

0 5 0 4

X 5 1 6 = 5 T

0 5

» » » » »

0 5


1No.@610

1No.@580 495

495

T Beam Range From T1 To T2


1No.@570

1No.@530

1No.@530 1No.@490

1No.@480 105

1No.@450

1No.@430 B8�01

105

1No.@410 1No.@380 1No.@350

B8�01

1No.@380 1No.@340

NOTE:Thecentrestrand@115mmmust notbeusedalongwith the2nr innerstrands@ 90mm.

Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10

Depth (mm)

(mm²)


380 420 535 575 615 655 695 735 775 815

98000 106200 114275 122475 130675 138875 147075 155275 163475 171675

139.9 160.0 196.0 220.0 243.6 266.7 289.5 311.9 334.2 356.2

16 PRECAST

Area


5.18 6.76 9.57 11.92 14.30 16.73 19.20 21.74 24.33 26.99


8.89 10.98 16.55 19.23 21.81 24.36 26.91 29.48 32.10 34.77



Web Height H (mm)

Flange Height F (mm)

1.2443 1.7572 3.2440 4.2310 5.3126 6.4959 7.7878 9.1954 10.726 12.385

2.45 2.66 2.86 3.06 3.27 3.47 3.68 3.88 4.09 4.29

85 85 240 240 240 240 240 240 240 240

55 95 55 95 135 175 215 255 295 335

1No.@300

1No.@300 1No.@270 1No.@240

1No.@260

TRANSVERSEHOLES �610MMCENTRES


205

205 1No.@115 8No.@90 9No.@55

0 0 1

0 4

72.5 45 25

45 40 45 45 40 45 445

45 72.5

9No.@50 5 3

72.5 45 25

495

T Beam Showing All Possible Strand Locations This Option Will Give 40mm Cover With 12.9mm Dia. Strand & B8 Links Only

PRECAST

9No.@90 0 0 1


25

45 40 45

45 40 45

445

45 72.5 25

495


17

T Beam for Solid Slab Construction T-BEAMS SOLID SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATION OF 510mm SPACING Metres

11

12

13

14

15

16

17

18

19

20

21

22

T1 T2 T3 T4 T5 T6

205

T7

Y

T8 T9

5 1 8 = 0 1 T

T10 5 7 7 = 9 T


F 5 3 7 = 8 T 5 9 6 = 7 T

205 Y

5 5 6 = 6 T

F 0 2 4 = 2 T 0 8 3 = 1 T

X

5 8

X

X

205

0 5 5 3 5 = 3 T

c Y

5 7

102.5

5 3

102.5

5 4

102.5

1No.@770

1No.@730

1No.@730

1No.@680

1No.@690 1No.@650

1No.@630

25

Y

102.5

1No.@780

5 7

25

25

Y

c Y

0 4

205

5 2

5 2

25

Traffic loading asper Eurocode 1 Design to Eurocode 2 Simply supported bridge beam structure Beams spaced at 510mm centres C40/50 Insitu infill solid slab deck to 125mm over the beam

Note: » The above figures are for actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres willbe perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete

0 4 2

5 7 5 = 4 T

0 5 0 4

X

5 1 6 = 5 T

0 5

» » » » »

0 5


1No.@610

1No.@580 495

495



1No.@570

1No.@530

1No.@530 1No.@490

1No.@480 105

1No.@450

1No.@430 B8�01

105

1No.@410 1No.@380 1No.@350

B8�01

1No.@380 1No.@340

NOTE:Thecentrestrand@115mmmust notbeusedalongwith the2nr innerstrands@ 90mm.

Section

Depth

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10

(mm)

(mm²)


380 420 535 575 615 655 695 735 775 815

98000 106200 114275 122475 130675 138875 147075 155275 163475 171675

139.9 160.0 196.0 220.0 243.6 266.7 289.5 311.9 334.2 356.2

16 PRECAST

Area


5.18 6.76 9.57 11.92 14.30 16.73 19.20 21.74 24.33 26.99



Web Height H (mm)

Flange Height F (mm)

1.2443 1.7572 3.2440 4.2310 5.3126 6.4959 7.7878 9.1954 10.726 12.385

2.45 2.66 2.86 3.06 3.27 3.47 3.68 3.88 4.09 4.29

85 85 240 240 240 240 240 240 240 240

55 95 55 95 135 175 215 255 295 335

8.89 10.98 16.55 19.23 21.81 24.36 26.91 29.48 32.10 34.77

1No.@300

1No.@300 1No.@270 1No.@240

1No.@260



205

205 1No.@115 8No.@90

9No.@90

9No.@55

0 0 1

0 0 1

0 4

72.5 45 25

45 40 45 45 40 45 445

45 72.5

9No.@50 5 3

72.5 45 25

45 40 45

25

25

495


PRECAST

45 72.5

445

495


45 40 45



17

TB Beam for Solid Slab Construction TB-BEAMS SOLID SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATION OF 510mm SPACING Metres

d& Des ig ne y d b De ve lo pe

11

12

13

14

15

16

17

e r B a n a g h t P r e c a s t e C o n c r e

19

20

21

22

23

24

TB2 TB3 TB4

205

TB5 TB6 Y

TB7 TB8

5 2 8 = 0 1 B T

TB9 TB10 F

5 7 7 = 9 B T

205


Y 5 2 5 = 4 B T

5 2 7 = 8 B T

F

5 7 4 = 3 B T

X

X

5 8

0 4

c Y

X

5 2

» » » » »


» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete

0 4 2

205 0 c 5 Y 5 7 5 = 5 B T

5 8

Y

X

5 2 6 = 6 B T

0 5 5 7 3 = 1 B T 5 2

0 5

5 7 6 = 7 B T

0 5

5 2 4 = 2 B T

18

TB1

102.5

0 4

5 2

25

102.5

5 4

2No.@780

5 8

2No.@730

5 2

2No.@680

25

Y

1No.@630 5 495

495

TB Beam Range From TB1 to TB4


1No.@580 1No.@530 1No.@480

5 7

105

1No.@430

5 2 8

B8LINK 0 1

Section

TB1 TB2 TB3 TB4 TB5 TB6 TB7 TB8 TB9 TB10

Depth

Area

(mm)

(mm²)


375 425 475 525 575 625 675 725 775 825

99875 110125 120375 130625 125375 135625 145875 156125 166375 176625

135.70 160.3 184.90 209.7 215.5 244.60 273.0 301.10 328.7 356.10

18 PRECAST


4.85 6.84 8.97 11.23 11.69 14.73 17.85 21.04 24.34 27.74


8.55 11.30 14.07 16.89 19.50 22.92 26.27 29.63 33.04 36.53



Web Height H (mm)

Flange Height F(mm)

1.1599 1.8116 2.6010 3.5408 4.2014 5.6045 7.1732 8.9212 10.8620 13.0080

2.50 2.75 3.01 3.27 3.13 3.39 3.65 3.90 4.16 4.42

85 85 85 85 240 240 240 240 240 240

40 90 140 190 85 135 185 235 285 335

1No.@380 1No.@340 1No.@300

5 2

1No.@260

25 205

TB Base Detail

9No.@100 9No.@60

0 1 1

72.5

45

45

45

40

40

45

45

45

72.5

TB Beam Showing All Possible Strand Locations

PRECAST


19

TB Beam for Solid Slab Construction TB-BEAMS SOLID SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH FOR GENERAL APPLICATION OF 510mm SPACING Metres


11

12

13

14

15

16

17


19

20

21

22

23

24

TB2 TB3 TB4

205

TB5 TB6 Y

TB7 TB8

5 2 8 = 0 1 B T

TB9 TB10 F

5 7 7 = 9 B T

205


Y 5 2 5 = 4 B T

5 2 7 = 8 B T

F

5 7 4 = 3 B T

X

X

5 8

0 4

X

» » » » »


» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete

0 4 2

c Y

205 c 0 Y 5 5 7 5 = 5 B T

5 8 5 2

Y

X

5 2 6 = 6 B T

0 5 5 7 3 = 1 B T 5 2

0 5

5 7 6 = 7 B T

0 5

5 2 4 = 2 B T

18

TB1

102.5

0 4

5 2

25

102.5

5 4

2No.@780

5 8

2No.@730

5 2

2No.@680

25

Y

1No.@630 5 495

495



1No.@580 1No.@530 1No.@480

5 7

105

1No.@430

5 2 8

1No.@380

B8LINK 0 1

Section

TB1 TB2 TB3 TB4 TB5 TB6 TB7 TB8 TB9 TB10

Depth

Area

(mm)

(mm²)


375 425 475 525 575 625 675 725 775 825

99875 110125 120375 130625 125375 135625 145875 156125 166375 176625

135.70 160.3 184.90 209.7 215.5 244.60 273.0 301.10 328.7 356.10

18 PRECAST


4.85 6.84 8.97 11.23 11.69 14.73 17.85 21.04 24.34 27.74

8.55 11.30 14.07 16.89 19.50 22.92 26.27 29.63 33.04 36.53



Web Height H (mm)

Flange Height F(mm)

1.1599 1.8116 2.6010 3.5408 4.2014 5.6045 7.1732 8.9212 10.8620 13.0080

2.50 2.75 3.01 3.27 3.13 3.39 3.65 3.90 4.16 4.42

85 85 85 85 240 240 240 240 240 240

40 90 140 190 85 135 185 235 285 335

1No.@340 1No.@300

5 2

1No.@260

25 205

TB Base Detail

9No.@100 9No.@60

0 1 1

72.5

45

45

45

40

40

45

45

45

72.5

TB Beam Showing All Possible Strand Locations


PRECAST


19

TY & TYE Edge Beam for Beam and Slab Construction TY-BEAMS BEAM& SLAB SPAN CHART - BASEDON ACTUAL BEAMLENGTH AND 1200mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 800mm TO 1600mm c/c's

Wf

Wf Y

Y 0 0 9 = 1 0 1 5 Y 8 T = 0 0 1 Y 0 T 8 = 9 0 Y 5 T 7 = 8 0 Y 0 T 7 = 7 0 Y 5 T 6 = 6 0 Y 0 T 6 = 5 0 Y 5 T 5 = 4 0 Y 0 T 5 = 3 Y T

Metres TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11

X

X

c Y

0 0 9 = 1 1 E 0 Y 5 T 8 = 0 0 1 0 E Y 8 T = 0 9 5 E Y 7 T = 0 8 0 E Y 7 T = 0 7 5 E Y 6 T = 0 6 0 E Y 6 T = 5 0 E 5 Y 5 T = 4 0 E 0 Y 5 T = 3 E Y T

12

13

14

15

16

17

18


X

» » » » »

X


19

20

21

Alternative Spacings & Spans: " for a beam spacing "S" other than 1.2m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.2m spacing from the above chart. S=1.2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum

Y Xc

750

Full TY Beam Range

750

Full TYE Beam Range

(mm)

TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8 TYE9 TYE10 TYE11

500 550 600 650 700 750 800 850 900 500 550 600 650 700 750 800 850 900

20 PRECAST

(mm²)

208050 221460 235880 251320 267770 285230 303710 323210 343710 291210 316670 342630 369100 396070 423550 451540 480040 509040


173.31 193.6 216.0 240.2 266.1 293.4 322.0 351.7 382.24 222.9 246.8 271.3 296.4 321.9 347.8 374.0 400.6 427.4


304.1 300.0 296.9 294.5 292.8 291.6 290.8 290.4 290.3



10.863 13.96 17.71 22.13 27.24 33.06 39.61 46.91 54.96 21.87 28.87 32.48 38.70 45.55 53.02 61.13 69.89 79.30

20.477 25.69 31.48 37.74 44.41 51.44 58.8 66.47 74.44 27.19 33.01 39.34 46.17 53.50 61.31 69.62 78.41 87.69

25

26

27

Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » This table also covers TYE-Beams, but please notethat whendealing with TYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

beam spacing in mm of 1300+0.4D where D= beam depth. Beam spacings greater than this may be used but the permanent shutter will have to be either 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep.

60 0 5

Area

24

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see

40

Depth

23

c Y

Y

Section

22


3.5489 4.9742 6.7991 9.0670 11.819 15.095 18.935 23.375 28.454 6.0598 8.1459 10.674 13.685 17.222 21.325 26.039 31.408 37.476


5.201 5.537 5.897 6.283 6.694 7.131 7.593 8.080 8.593 7.28 7.92 8.57 9.23 9.90 10.59 11.29 12.00 12.73

50

100

2No.@850

5No.@850

2No.@800

5No.@800

Top Flange Width Wf (mm)

2No.@750

5No.@750

2No.@700

5No.@700

157.7 178.0 198.3 218.6 238.9 259.1 279.4 299.7 320.0 453.9 464.0 474.2 484.3 494.4 504.6 514.7 524.9 535.0

2No.@600

2No.@650 B10LINK

5No.@650 B10LINK

2No.@550

5No.@500

2No.@450

5No.@450

2No.@400

5No.@400

2No.@350 70 45 45 5 0 63 45 57 1No.@217 7No.@160

r e v o c . n i m 4 4

11No.@110 13No.@60 5 2

81 4 9 4 9 49 4 5 4 5 57 57 45 4 5 4 9 4 9 4 9 5 6

TY Beam Showing All Possible Strand Locations for 15.7mm diameter strands

5No.@350 3No.@305 3No.@260 7No.@217 1No.@175 9No.@160 12No.@110 13No.@60

5 2

25

750

5No.@600 5No.@550

2No.@500

Note: For a 12.9mm diameter strand layout please see appendix A

42 25

56 49 49 49 45 45 57 57 45 45 49 49 49 8 1 750

TYE Beam Showing All Possible Strand Locations for 15.7mm diameter strands

(TY11 and TYE11 shown above, for all other TY beam links please contact the technical department)

PRECAST


21

TY & TYE Edge Beam for Beam and Slab Construction TY-BEAMS BEAM& SLAB SPAN CHART - BASEDON ACTUAL BEAMLENGTH AND 1200mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 800mm TO 1600mm c/c's

Wf

Wf Y

Y 0 0 9 = 1 0 1 5 Y 8 T = 0 1 0 Y 0 T 8 = 9 0 Y 5 T 7 = 8 0 Y 0 T 7 = 7 0 Y 5 T 6 = 6 0 Y 0 T 6 = 5 0 Y 5 T 5 = 4 0 Y 0 T 5 = 3 Y T

Metres TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11

X

X

c Y

0 0 9 = 1 1 E 0 Y T 5 8 = 0 1 0 0 E 8 Y T = 0 9 5 E Y 7 T = 8 0 E 0 Y 7 T = 7 0 E 5 Y 6 T = 0 6 0 E Y 6 T = 5 0 E 5 Y 5 T = 4 0 E 0 Y 5 T = 3 E Y T

12

13

14

15

16

17

18

19

» » » » »

X

21

Xc

Full TY Beam Range


750

Full TYE Beam Range

60 0 5

(mm)

TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8 TYE9 TYE10 TYE11

500 550 600 650 700 750 800 850 900 500 550 600 650 700 750 800 850 900

20 PRECAST

(mm²)

208050 221460 235880 251320 267770 285230 303710 323210 343710 291210 316670 342630 369100 396070 423550 451540 480040 509040



173.31 193.6 216.0 240.2 266.1 293.4 322.0 351.7 382.24 222.9 246.8 271.3 296.4 321.9 347.8 374.0 400.6 427.4


304.1 300.0 296.9 294.5 292.8 291.6 290.8 290.4 290.3

10.863 13.96 17.71 22.13 27.24 33.06 39.61 46.91 54.96 21.87 28.87 32.48 38.70 45.55 53.02 61.13 69.89 79.30

20.477 25.69 31.48 37.74 44.41 51.44 58.8 66.47 74.44 27.19 33.01 39.34 46.17 53.50 61.31 69.62 78.41 87.69

25

26

27

beam spacing in mm of 1300+0.4D where D= beam depth. Beam spacings greater than this may be used but the permanent shutter will have to be either 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep.

40

Area

24

Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » This table also covers TYE-Beams, but please notethat whendealing with TYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

Alternative Spacings & Spans: " for a beam spacing "S" other than 1.2m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.2m spacing from the above chart. S=1.2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum

Y

750

Depth

23

c Y

Y

Section

22



X

20



3.5489 4.9742 6.7991 9.0670 11.819 15.095 18.935 23.375 28.454 6.0598 8.1459 10.674 13.685 17.222 21.325 26.039 31.408 37.476

5.201 5.537 5.897 6.283 6.694 7.131 7.593 8.080 8.593 7.28 7.92 8.57 9.23 9.90 10.59 11.29 12.00 12.73

50

100

2No.@850

5No.@850

2No.@800

5No.@800


2No.@750

5No.@750

2No.@700

5No.@700

157.7 178.0 198.3 218.6 238.9 259.1 279.4 299.7 320.0 453.9 464.0 474.2 484.3 494.4 504.6 514.7 524.9 535.0

2No.@600

2No.@650 B10LINK

5No.@650 5No.@600

B10LINK

2No.@550

5No.@550

2No.@500

5No.@500

2No.@450

5No.@450

2No.@400

5No.@400

2No.@350

5No.@350

r e v o c . n i m 4 4

70 45 45 5 0 63 45 57 1No.@217 7No.@160

3No.@305 3No.@260 7No.@217 1No.@175 9No.@160 12No.@110

11No.@110 13No.@60 5 2

81 4 9 4 9 49 4 5 4 5 57 57 45 4 5 4 9 4 9 4 9 5 6

13No.@60 5 2

25


750


42 25

56 49 49 49 45 45 57 57 45 45 49 49 49 8 1 750




PRECAST


21

TY & TYE Edge Beam for Solid Slab Construction TY-BEAMS SOLID SLAB SPAN CHART - BASED ON ACTUALBEAM LENGTH FOR GENERAL APPLICATION OF 765mm SPACING Metres

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

TY1 TY2 TY3 Wf

Wf

Y

Y

TY4 TY5 TY6

0 0 9 = 1 0 5 1 8 Y T = 0 0 1 0 Y 8 T = 0 9 5 Y 7 T = 0 8 0 Y 7 T = 7 0 5 Y 6 T = 0 6 0 Y 6 T = 0 5 5 Y 5 T = 0 4 0 Y 5 T = 0 3 5 Y 4 T = 0 2 0 Y 4 T = 1 Y T

X

X

c Y

0 0 9 = 1 0 1 5 E 8 Y = 0 T 0 0 1 E 8 Y = T 9 0 E 5 Y 7 T = 0 8 0 E 7 Y = T 0 7 5 E 6 Y = T 0 6 0 E Y 6 T = 0 5 E 5 X 5 Y T = 0 4 0 E 5 Y T = 0 3 5 E 4 Y T = 0 2 0 E 4 Y = T 1 E Y T

TY7 TY8 TY9 TY10 TY11

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. X

c Y

Y

» » » » »


Y Xc

750

Full TY Beam Range

750

» C50/60 precast concrete grade @ 28days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete » This table also covers TYE-Beams, but please notethat whendealing with TYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

Full TYE Beam Range 60 0 5

Section

Depth (mm)

TY1 TY2 TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11 TYE1 TYE2 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8 TYE9 TYE10 TYE11

400 450 500 550 600 650 700 750 800 850 900 400 450 500 550 600 650 700 750 800 850 900

22 PRECAST

Area (mm²)

188790 200170 212560 225970 240390 255830 272280 289740 308220 327710 348220 244080 268520 293470 318920 344880 371350 398330 425810 453800 482290 511300


145.5 161.4 179.7 200.2 222.7 247.0 272.9 300.2 328.6 358.2 388.6 179.2 201.6 224.8 248.8 273.3 298.4 323.9 349.8 376.0 402.6 429.4


317.3 310.6 305.4 301.4 298.2 295.8 294.1 292.8 292.0 291.6 291.5



7.69 9.71 12.35 15.62 19.54 24.14 29.42 35.41 42.11 49.56 57.76 14.23 18.07 22.54 27.62 33.31 39.62 46.54 54.09 62.27 71.10 80.59

13.46 17.35 22.00 27.28 33.10 39.38 46.04 53.06 60.40 68.05 76.01 17.54 22.28 27.60 33.45 39.81 46.68 54.04 61.88 70.21 79.03 88.33


1.9581 2.8011 3.9538 5.4630 7.3730 9.7266 12.565 15.926 19.851 24.375 29.539 3.1420 4.4905 6.2035 8.3207 10.882 13.929 17.503 21.646 26.401 31.814 37.928


4.72 5.00 5.31 5.65 6.01 6.40 6.81 7.24 7.71 8.19 8.71 6.10 6.71 7.34 7.97 8.62 9.28 9.96 10.65 11.35 12.06 12.78


217.5 237.7 258.0 278.3 298.6 318.9 339.2 359.4 379.7 400.0 420.3 483.7 493.9 504.0 514.2 524.3 534.4 544.6 554.7 564.9 575.0 585.1

50

100

2No.@850

5No.@850

2No.@800

5No.@800

2No.@750

5No.@750

2No.@700

5No.@700

2No.@650 73 B10LINK

57

5No.@650

2No.@600

B10LINK

5No.@550

2No.@500

5No.@500

2No.@450

5No.@450 5No.@400

2No.@400 2No.@350

5No.@350 57 70

TRANSVERSEHOLES @600mmcentres

45 45 50

63 45 57

1No.@217 7No.@160

r e v o c . n i m 4 4

190

11No.@110 13No.@60 5 2

81

49 49 49 4 5 4 5 57

57 45 45 49 49 49 56

750


5No.@600

2No.@550

7No.@217 1No.@175 9No.@160 12No.@110 13No.@60

25


3No.@260

2 4

5 2

25

3No.@305

56 49 49 4 9 45 45

57

57 45 45 49 4 9 49 81

750



PRECAST


23

TY & TYE Edge Beam for Solid Slab Construction TY-BEAMS SOLID SLAB SPAN CHART - BASED ON ACTUALBEAM LENGTH FOR GENERAL APPLICATION OF 765mm SPACING Metres

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

TY1 TY2 TY3 Wf

Wf

Y

Y

TY4 TY5 TY6

0 0 9 = 1 0 1 5 8 Y T = 0 0 0 1 8 Y T = 0 9 5 Y 7 T = 0 8 0 Y 7 T = 7 0 5 Y 6 T = 0 6 0 Y 6 T = 5 0 5 Y 5 T = 4 0 0 Y 5 T = 0 3 5 Y 4 T = 0 2 0 Y 4 T = 1 Y T

X

X

c Y

0 0 9 = 1 0 5 1 8 E Y = 0 T 0 0 1 8 E Y = 0 T 9 5 E 7 Y T = 0 8 0 E 7 Y T = 0 7 5 E 6 Y = T 0 6 0 E Y 6 T = 0 5 5 E 5 X Y = T 0 4 0 E 5 Y = T 0 3 E 5 Y 4 T = 0 2 0 E 4 Y = T 1 E Y T

TY7 TY8 TY9 TY10 TY11



Note: » The above figures arefor actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures » Longer spans can be achieved by propping the beams while pouring the insitu concrete » This table also covers TYE-Beams, but please notethat whendealing with TYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

X

c Y

Y

» » » » »


Y Xc

750

Full TY Beam Range

750

Full TYE Beam Range 60 0 5

Section

TY1 TY2 TY3 TY4 TY5 TY6 TY7 TY8 TY9 TY10 TY11 TYE1 TYE2 TYE3 TYE4 TYE5 TYE6 TYE7 TYE8 TYE9 TYE10 TYE11

Depth

Area

(mm)

(mm²)

400 450 500 550 600 650 700 750 800 850 900 400 450 500 550 600 650 700 750 800 850 900

188790 200170 212560 225970 240390 255830 272280 289740 308220 327710 348220 244080 268520 293470 318920 344880 371350 398330 425810 453800 482290 511300

22 PRECAST




145.5 161.4 179.7 200.2 222.7 247.0 272.9 300.2 328.6 358.2 388.6 179.2 201.6 224.8 248.8 273.3 298.4 323.9 349.8 376.0 402.6 429.4

317.3 310.6 305.4 301.4 298.2 295.8 294.1 292.8 292.0 291.6 291.5

7.69 9.71 12.35 15.62 19.54 24.14 29.42 35.41 42.11 49.56 57.76 14.23 18.07 22.54 27.62 33.31 39.62 46.54 54.09 62.27 71.10 80.59

13.46 17.35 22.00 27.28 33.10 39.38 46.04 53.06 60.40 68.05 76.01 17.54 22.28 27.60 33.45 39.81 46.68 54.04 61.88 70.21 79.03 88.33



1.9581 2.8011 3.9538 5.4630 7.3730 9.7266 12.565 15.926 19.851 24.375 29.539 3.1420 4.4905 6.2035 8.3207 10.882 13.929 17.503 21.646 26.401 31.814 37.928


4.72 5.00 5.31 5.65 6.01 6.40 6.81 7.24 7.71 8.19 8.71 6.10 6.71 7.34 7.97 8.62 9.28 9.96 10.65 11.35 12.06 12.78

50

100

2No.@850

5No.@850

2No.@800

5No.@800

2No.@750

5No.@750

2No.@700

5No.@700

2No.@650

217.5 237.7 258.0 278.3 298.6 318.9 339.2 359.4 379.7 400.0 420.3 483.7 493.9 504.0 514.2 524.3 534.4 544.6 554.7 564.9 575.0 585.1

73

5No.@650

2No.@600

B10LINK

57

5No.@600

B10LINK

2No.@550

5No.@550

2No.@500

5No.@500

2No.@450

5No.@450 5No.@400

2No.@400 2No.@350

5No.@350 r e v o c . n i m 4 4

57 70

TRANSVERSEHOLES @600mmcentres

45 45 50

63 45 57

1No.@217 7No.@160

3No.@305 3No.@260 7No.@217 1No.@175 9No.@160 12No.@110

190

11No.@110 13No.@60 5 2

81

49 49 49 4 5 4 5 57

57 45 45 49 49 49 56

13No.@60

25

750

2 4

5 2

25


56 49 49 4 9 45 45

57

57 45 45 49 4 9 49 81

750





PRECAST


23

U & SU Beam W1 W2

40

W3

40

Y

U & SU BEAMS - BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 2000mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 1600mm TO 2400mm c/c's 0 5

Metres U600 U700 U1 U3 U5 U7 U8 U9 U10 U11 (SU11) U12 (SU12)

5 2

S E I R A V

X

W1 W2

X

40

40

W3

0 5

Y

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

5 2


c Y

20

20 0 2

Y 930 970

S E I R A V

X

» » » » »

X

Applies To Beams U3-U12 W1 600

25

W3

40

Y

Alternative Spacings & Spans: " for a beam spacing "S" other than 2m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 2m spacing from the above chart. S=2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum beam spacing in mm of 2200+0.28D where D= beam depth.

c Y

0 5

5 2

X

c Y

20 0 2

Y 930 970

X

S E I R A V

Applies To Beams SU11 & SU12

Y 930 970


» C50/60 precast concrete grade @ 28 days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see » SU11 & SU12 = C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see Note: » The above figures arefor actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures


20 0 2

Applies To Beams U600-U1

Section

U600 U700 U1 U3 U5 U7 U8 U9 U10 U11 U12 SU11 SU12

Depth

Area

(mm)

(mm²)


600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1500 1600

377100 431740 489180 509650 543170 576690 610210 643730 677250 710770 744290 772730 806250

248.4 298.0 350.0 396.3 442.7 489.5 536.7 584.1 631.8 679.8 727.9 681.0 728.8

24 PRECAST


33.20 47.42 64.58 83.29 101.27 120.60 141.23 163.14 186.29 210.66 236.24 231.22 259.28


47.00 63.97 83.05 105.88 127.50 150.42 174.58 199.95 226.49 254.21 283.07 278.08 309.96



11.674 19.063 29.065 41.958 56.441 73.628 93.687 116.790 143.100 172.800 206.040 189.37 225.89

9.43 10.79 12.23 12.74 13.58 14.42 15.26 16.09 16.93 17.77 18.61 19.32 20.16

Beam Top Dimensions Overall Width Inner Width W1 (mm) W2 (mm) W3 (mm)

1118.4 1146.4 1174.4 1202.4 1230.4 1258.4 1286.4 1314.4 1342.4 1370.4 1398.4 1370.4 1398.4

600.0 600.0 600.0 558.0 586.0 614.0 642.0 670.0 698.0 726.0 754.0 682 710

194.2 208.2 222.2 242.2 242.2 242.2 242.2 242.2 242.2 242.2 242.2 264 264

PRECAST


25

U & SU Beam W1 W2

40

W3

U & SU BEAMS - BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 2000mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 1600mm TO 2400mm c/c's

40

0 5

Y

Metres U600 U700 U1 U3 U5 U7 U8 U9 U10 U11 (SU11) U12 (SU12)

5 2

S E I R A V

X

W1 W2

X

40

40

W3

0 5

Y

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

5 2


c Y

20

20 0 2

Y 930 970

» » » » »

S E I R

A V

X

X

Applies To Beams U3-U12 W1 600

25

W3

40

Y 5 2

X

c Y

20 0 2

Y 930 970

X

S E I R A V

Note: » The above figures arefor actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures


Alternative Spacings & Spans: " for a beam spacing "S" other than 2m » To determine the beamlength "L adj adjust the actual beam length "L" above using the following formula. L adj = L(2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 2m spacing from the above chart. S=2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum beam spacing in mm of 2200+0.28D where D= beam depth.

c Y

0 5

» C50/60 precast concrete grade @ 28 days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see » SU11 & SU12 = C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see

Applies To Beams SU11 & SU12


20 0 2

Y 930 970

Applies To Beams U600-U1

Section

U600 U700 U1 U3 U5 U7 U8 U9 U10 U11 U12 SU11 SU12

Depth

Area

(mm)

(mm²)


600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1500 1600

377100 431740 489180 509650 543170 576690 610210 643730 677250 710770 744290 772730 806250

248.4 298.0 350.0 396.3 442.7 489.5 536.7 584.1 631.8 679.8 727.9 681.0 728.8

24 PRECAST


33.20 47.42 64.58 83.29 101.27 120.60 141.23 163.14 186.29 210.66 236.24 231.22 259.28



11.674 19.063 29.065 41.958 56.441 73.628 93.687 116.790 143.100 172.800 206.040 189.37 225.89

9.43 10.79 12.23 12.74 13.58 14.42 15.26 16.09 16.93 17.77 18.61 19.32 20.16

47.00 63.97 83.05 105.88 127.50 150.42 174.58 199.95 226.49 254.21 283.07 278.08 309.96

Beam Top Dimensions Overall Width Inner Width W1 (mm) W2 (mm) W3 (mm)

1118.4 1146.4 1174.4 1202.4 1230.4 1258.4 1286.4 1314.4 1342.4 1370.4 1398.4 1370.4 1398.4

600.0 600.0 600.0 558.0 586.0 614.0 642.0 670.0 698.0 726.0 754.0 682 710


194.2 208.2 222.2 242.2 242.2 242.2 242.2 242.2 242.2 242.2 242.2 264 264

PRECAST


25

U & SU Beam

U12-1600

U12-1600

U1-900

U11-1500

U700-7000 U600-600

U10-1400 U11-1500 U9-1300 U10-1400

U8-1200

U9-1300

U7-1100 0 6 1

U5-1000 U8-1200

20

U3-900

0 2

U7-1100

930 970

U5-1000

U Beam Range For U600, U700 & U1 Beam

U3-900

0 3 5 1 0 3 4 1 0 8 3 1 0 3 3 1 0 8 2 1 0 6 2 1 0 3 2 1 0 8 1 1 0 6 1 1 0 3 1 1 0 8 0 1

B12-02

B10-03

B10-04

0 8 0 0 6 1 0 0 1 3 0 0 1 8 0 9 6 0 9 3 9 0 8 0 8 6 0 8 3 0 8 8 0 7 6 0 7 3 0 7 8 0 6 6 0 6 3 B12-01 0 6 8 0 5 6 0 5 3 0 5 0 8 1 0 2 0 4 6 4 0 1 3 1 0 1 6

SU12-1600 SU11-1500

0 6 1

20

20

0 2

930 970

U Beam Range From U3 - U12 0 1 2

0 2

U Beam Showing All Strand Locations

930

0 2

Full SU Beam Range Note: The above shows the preferrable strand positions available for U beams in Banagher Precast Concrete. The below shows how many strand positions are available at a given height over the soffit, please be aware that you must match the below data with the above diagram to get the correct design strand and their locations. 18 @ 60mm over soffit 18 @ 110mm over soffit 8 @ 160mm over soffit 6 @ 210mm over soffit 2 @ 340mm over soffit 2 @ 380mm over soffit 2 @ 430mm over soffit 2 @ 480mm over soffit 2 @ 530mm over soffit 2 @ 560mm over soffit 2 @ 580mm over soffit 2 @ 630mm over soffit

26 PRECAST

2 2 2 2 2 4 2 2 4 2 2 4

@ 660mm over soffit @ 680mm over soffit @ 730mm over soffit @ 760mm over soffit @ 780mm over soffit @ 830mm over soffit @ 860mm over soffit @ 880mm over soffit @ 930mm over soffit @ 960mm over soffit @ 980mm over soffit @ 1030mm over soffit

2 2 4 2 2 4 2 2 4 4 4 4



Hatchedareatobe scabbledasshown

TransverseHoles

TransverseHoles

LineofScabbling

Section Showing Transverse Holes & Scabbling Details

PRECAST


Elevation Showing Transverse Holes & Scabbling Details

27

U & SU Beam

U12-1600

U12-1600

U1-900

U11-1500

U700-7000 U600-600

U10-1400 U11-1500 U9-1300 U10-1400

U8-1200

U9-1300

U7-1100 0 6 1

U5-1000 U8-1200

20

U3-900

0 2

U7-1100

930 970

U5-1000

U Beam Range For U600, U700 & U1 Beam

U3-900

0 3 5 1 0 3 4 1 0 8 3 1 0 3 3 1 0 8 2 1 0 6 2 1 0 3 2 1 0 8 1 1 0 6 1 1 0 3 1 1 0 8 0 1

0 8 0 0 6 1 0 0 1 3 0 0 1 8 0 9 6 0 9 3 9 0 8 0 8 6 0 8 3 8 0 8 0 7 6 0 7 3 7 0 8 0 6 6 0 6 3 B12-01 0 6 8 0 5 6 0 5 3 0 5 0 8 1 0 2 0 4 6 4 0 1 3 1 0 1 6

B12-02

B10-03

B10-04

SU12-1600 SU11-1500

0 6 1

20

20

0 2

930 970

U Beam Range From U3 - U12 0 1 2

0 2

U Beam Showing All Strand Locations

930

0 2

Full SU Beam Range Hatchedareatobe scabbledasshown

Note: The above shows the preferrable strand positions available for U beams in Banagher Precast Concrete. The below shows how many strand positions are available at a given height over the soffit, please be aware that you must match the below data with the above diagram to get the correct design strand and their locations. 18 @ 60mm over soffit 18 @ 110mm over soffit 8 @ 160mm over soffit 6 @ 210mm over soffit 2 @ 340mm over soffit 2 @ 380mm over soffit 2 @ 430mm over soffit 2 @ 480mm over soffit 2 @ 530mm over soffit 2 @ 560mm over soffit 2 @ 580mm over soffit 2 @ 630mm over soffit

26 PRECAST

2 2 2 2 2 4 2 2 4 2 2 4


2 2 4 2 2 4 2 2 4 4 4 4

TransverseHoles

TransverseHoles


LineofScabbling



PRECAST



27

W Beam W BEAMS-BEAM & SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 3000mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 2200mm TO 3200mm c/c’s Metres W1 W3 W5 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19



W1

0 5

W2

40 F

W1

0 5

W2

40

W2

W3 Y

S

W2

W3 Y

F V S

S E I R

A V

S E I R

A V

B E W

X

X

B E W

X

c Y

c Y

Y 1460 1500

Y 1460 1500

20

Applies To Beams W1-W15

Section

W1 W3 W5 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19

Depth

Area

(mm)

(mm²)


800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300

572360 606880 641400 692030 726550 761070 812400 846920 881440 933470 975150 1016060 1057970 1102680 1150190 1213750

305.3 345.9 387.5 440.2 484.2 528.7 585.2 631.3 677.6 736.7 790.6 844.3 898.6 954.5 1011.8 1081.1

28 PRECAST

X


71.88 89.54 108.76 136.21 159.46 184.11 219.51 248.01 277.84 321.13 362.63 405.70 451.09 499.74 551.68 622.31


35.556 49.614 66.610 89.871 114.140 142.000 178.850 215.460 256.280 309.340 366.030 428.300 496.830 572.450 655.490 758.560

14.31 15.17 16.04 17.30 18.16 19.03 20.31 21.17 22.04 23.34 24.38 25.40 26.45 27.57 28.75 30.34

116.46 143.43 171.88 204.15 235.73 268.56 305.62 341.33 378.23 419.90 462.97 507.30 552.89 599.75 647.82 701.68


Beam Top Dimensions Overall Width W1 (mm) W2 (mm) W3 (mm)

1704.4 1732.4 1760.4 1788.4 1816.4 1844.4 1872.4 1900.4 1928.4 1956.4 1984.4 2012.4 2040.4 2068.4 2096.4 2124.4

243.2 243.2 243.2 250.2 250.2 250.2 257.2 257.2 257.2 264.2 278.2 292.2 306.2 320.2 334.2 348.2

1058 1086 1114 1128 1156 1184 1198 1226 1254 1268 1268 1268 1268 1268 1268 1268

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a full design.

» C50/60 precast concrete grade @ 28 days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see » Modification to internal shutter to create a "Super-W-Beam" - see

» » » » »

Note: » The above figures are for actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures

Traffic loading asper Eurocode 1 Design to Eurocode 2 Simply supported bridge beam structure Beams spaced at 3.0m centres C40/50 Insitu deck slab 200mm over beam

Alternative Spacings & Spans: " for a beam spacing "S" other than 3m » To determine the beam length "L adj adjust the actual beam length "L" above using the following formula. L adj = L(3/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 3m spacing from the above chart. S=3(L/L g)2 In order to keep control of de ck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum beam spacing in mm of 2750+0.28D where D= beam depth.

20



17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

Web

S

F

V

100 200 300 350 450 550 600 700 800 850 950 1050 1050 1050 1050 1050

220 220 220 220 220 220 220 220 220 220 248 276 276 276 276 276

70 70 70 120 120 120 170 170 170 220 192 164 136 108 80 100

128 256 384 464


Building Information Modelling (BIM) Banagher Precast Concrete are operating in BIM – we can produce drawings in 3D to Autodesk Revit 2014. The BIM concept envisages virtual construction of a project prior to its actual physical construction, in order to reduce uncertainty, improve safety, work out problems, and simulate and analyse potential impacts. Banagher Precast Concrete can input critical information into the model before beginning construction, resulting in a more efficient end product.

PRECAST


29

W Beam W BEAMS-BEAM & SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 3000mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 2200mm TO 3200mm c/c’s Metres W1 W3 W5 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19



W1

0 5

W2

40 F

W1

0 5

W2

40

W2

W3 Y

S

W2

W3 Y

F V S

S E I R A V

S E I R

A V

B E W

X

X

B E W

X

c Y

c Y

Y 1460 1500

Y 1460 1500

20


Section

W1 W3 W5 W7 W8 W9 W10 W11 W12 W13 W14 W15 W16 W17 W18 W19

X

Depth

Area

(mm)

(mm²)


800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300

572360 606880 641400 692030 726550 761070 812400 846920 881440 933470 975150 1016060 1057970 1102680 1150190 1213750

305.3 345.9 387.5 440.2 484.2 528.7 585.2 631.3 677.6 736.7 790.6 844.3 898.6 954.5 1011.8 1081.1

28 PRECAST

71.88 89.54 108.76 136.21 159.46 184.11 219.51 248.01 277.84 321.13 362.63 405.70 451.09 499.74 551.68 622.31



20

35.556 49.614 66.610 89.871 114.140 142.000 178.850 215.460 256.280 309.340 366.030 428.300 496.830 572.450 655.490 758.560

14.31 15.17 16.04 17.30 18.16 19.03 20.31 21.17 22.04 23.34 24.38 25.40 26.45 27.57 28.75 30.34

116.46 143.43 171.88 204.15 235.73 268.56 305.62 341.33 378.23 419.90 462.97 507.30 552.89 599.75 647.82 701.68

Beam Top Dimensions Overall Width W1 (mm) W2 (mm) W3 (mm)

1704.4 1732.4 1760.4 1788.4 1816.4 1844.4 1872.4 1900.4 1928.4 1956.4 1984.4 2012.4 2040.4 2068.4 2096.4 2124.4

243.2 243.2 243.2 250.2 250.2 250.2 257.2 257.2 257.2 264.2 278.2 292.2 306.2 320.2 334.2 348.2

1058 1086 1114 1128 1156 1184 1198 1226 1254 1268 1268 1268 1268 1268 1268 1268

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a full design.

» C50/60 precast concrete grade @ 28 days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see » Modification to internal shutter to create a "Super-W-Beam" - see

» » » » »

Note: » The above figures are for actual beam length » The clear span will be 1m less than the figues given above » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres will be perhaps 500mm greaterthan the above figures


Alternative Spacings & Spans: " for a beam spacing "S" other than 3m » To determine the beam length "L adj adjust the actual beam length "L" above using the following formula. L adj = L(3/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 3m spacing from the above chart. S=3(L/L g)2 In order to keep control of de ck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum beam spacing in mm of 2750+0.28D where D= beam depth.



17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50

Web

S

F

V

100 200 300 350 450 550 600 700 800 850 950 1050 1050 1050 1050 1050

220 220 220 220 220 220 220 220 220 220 248 276 276 276 276 276

70 70 70 120 120 120 170 170 170 220 192 164 136 108 80 100

128 256 384 464



Building Information Modelling (BIM) Banagher Precast Concrete are operating in BIM – we can produce drawings in 3D to Autodesk Revit 2014. The BIM concept envisages virtual construction of a project prior to its actual physical construction, in order to reduce uncertainty, improve safety, work out problems, and simulate and analyse potential impacts. Banagher Precast Concrete can input critical information into the model before beginning construction, resulting in a more efficient end product.

PRECAST


29

W Beam 0 5

71.5

194

71.5 W19-2300

0 0 2

W18-2200

0 5 1

W17-2100 4No.15.7Ø& 2B12-05

92

W16-2000 W15-1900

8 2 3

B12-07

W14-1800

4No.15.7Ø

W13-1700 2No.15.7Ø 07 07

W12-1600

07 07

8 2 3

W11-1500

100x100transverse holes

W10-1400

2No.15.7Ø

W9-1300 0 0 5 1

B12-02

2No.15.7Ø

0 5 2

2 7 1 1

B12-01 2No.15.7Ø

0 9 7

5 6 2

B10-03-300

120x120trans verse

0 3 7

2No.15.7Ø

0 4 5

CL

4No.15.7Ø

B10-04

5 7 2

12No. 28No. 0 4 70

42.5 4 2. 5 5 2. 5 52 5. 5 2. 5 50 5 0

50 50 50

50 50 50

75

50 50

CL

d e d w n o o r b e m d o t h t t o g b n e L

50

50 50 50 50

5 0 5 2. 5 5 2. 5 52 5. 42 5. 4 2. 5 7 0

W8-1200

0 3 4 1 0 3 2 5 1 1 1 1

W7-1100 W5-1000 W3-900

0 8 8

W1-800

0 8 4

0 4 3 0 1 0 2 1 0 6 1

Denotesfullybondedstrand Denotespartiallydebondedstrand

26mmO.D.Weephole

6000

6000

4000

4000

3000

3000

2000 1500 1000

2000 1500 1000

0 6 1

1500 0 2

12no.debonded bothends

S E E O U R P L EA S E A N UA L M D E S I G N S E T O F L L F O R A F U T I O N S O N CA L C U LA B EA M T H I S

Debondingbothends Debondingsymmetricalaboutcentreline

Section Through W11 Beam Showing Strand Location

Cross sectional area (mm2)

Ultimate strength (MPa)

%Ultimate strength applied (%)

Cracteristic value of max Force (kN)

Initial force applied (kN)

Initial prestress applied (MPa)

15.7

150

1860

75

279

209.25

1395

Elastic modulus (GPa)

Transverse Holes

200

Line of Scabbling

Transverse Holes

Line of Scabbling

Relaxation of strand (%) 1.5

Note: This is the strand and link arrangement for a W11 beam based on certain design criteria. Please contact a member of the Banagher Precast Concrete bridge design team for further information on general strand and link arrangements for all W-beams.


Hatched area to be scabbled as shown

Transverse Holes

Prestressing Strand Parameters

Diameter (mm)

30 PRECAST

0 2

Full W Beam Range


PRECAST



31

W Beam 0 5

71.5

194

71.5 W19-2300

0 0 2

W18-2200

0 5 1

W17-2100 4No.15.7Ø& 2B12-05

92

W16-2000 W15-1900

8 2 3

B12-07

W14-1800

4No.15.7Ø

W13-1700 2No.15.7Ø 07 07

W12-1600

07 07

8 2 3

W11-1500

100x100transverse holes

W10-1400

2No.15.7Ø

W9-1300 0 0 5 1

B12-02

2No.15.7Ø

0 5 2

2 7 1 1

2No.15.7Ø 0 9 7

B10-03-300

120x120trans verse

0 3 7

2No.15.7Ø

0 4 5

CL

12No. 28No. 0 4 70

42.5 4 2. 5 5 2. 5 52 5. 5 2. 5 50 5 0

50 50 50

50 50 50

75

50 50

CL

50

50 50 50 50

5 0 5 2. 5 5 2. 5 52 5. 42 5. 4 2. 5 7 0

d e d w n o o r b e m d o t h t t o g b n e L

W3-900 W1-800

0 4 3 0 1 0 2 1 0 6 1

Denotesfullybondedstrand Denotespartiallydebondedstrand

26mmO.D.Weephole

6000

W5-1000

0 8 8

0 8 4

4No.15.7Ø

B10-04

5 7 2

W7-1100

0 3 2 5 1 1 1 1

B12-01

5 6 2

W8-1200

0 3 4 1

6000

4000

4000

3000

3000

2000 1500 1000

2000 1500 1000

0 6 1

1500 0 2

12no.debonded bothends

S E E O U R P L EA S E A N UA L M D E S I G N S E T O F L L F U F O R A T I O N S O N CA L C U LA B EA M T H I S

Debondingbothends Debondingsymmetricalaboutcentreline

Section Through W11 Beam Showing Strand Location

Hatched area to be scabbled as shown

Transverse Holes

Diameter (mm)

Cross sectional area (mm2)

Ultimate strength (MPa)

%Ultimate strength applied (%)

Cracteristic value of max Force (kN)

Initial force applied (kN)

Initial prestress applied (MPa)

15.7

150

1860

75

279

209.25

1395

Elastic modulus (GPa)

Transverse Holes

Line of Scabbling

Transverse Holes

Prestressing Strand Parameters

Line of Scabbling

Relaxation of strand (%)

200

1.5

Note: This is the strand and link arrangement for a W11 beam based on certain design criteria. Please contact a member of the Banagher Precast Concrete bridge design team for further information on general strand and link arrangements for all W-beams.

30 PRECAST

0 2

Full W Beam Range



PRECAST



31

Y & YE Edge Beam Y-BEAM - BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 1200mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 800mm TO 1600mm c/c's

Wf

Wf

Y

Y

0 0 4 1 = 8 Y 0 0 3 1 = 7 Y

0 0 4 1 = 8 E Y 0 0 3 1 = 7 E Y 0 0 2 1 = 6 E Y

0 0 2 1 = 6 Y

0 0 1 1 = 5 Y 0 0 0 1 = 4 Y 0 0 9 = 3 Y

Metres Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8

X

X

0 0 8 = 2 Y

c Y

0 0 7 = 1 Y

16

17

18

19

20

21

22

23

24

25

The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. 0 0 1 1 = 5 E Y 0 0 0 1 = 4 E Y 0 0 9 = 3 E Y 0 0 8 = 2 E Y 0 0 7 = 1 E Y

» » » » »

X

X

c Y

Xc

Y


Alternative Spacings & Spans: " for a beam spacing "S" other than 1.2m » To determine the beam length "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.2m spacing from the above chart. S=1.2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum

Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8 YE1 YE2 YE3 YE4 YE5 YE6 YE7 YE8

Depth

Area

(mm)

700 800 900 1000 1100 1200 1300 1400 700 800 900 1000 1100 1200 1300 1400

32 PRECAST

27

28

29

30

31

32

33

34

35

36

37

38

39

40

» C50/60 precast concrete grade @ 28 days with up to C32/40 @ transfer - see » C57/70 precast concrete grade @ 28 days with up to C45/55 @ transfer - see Note: » The above figures are for actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres willbe perhaps 500mm greaterthan the above figures » This table also covers YE-Beams, but please note that when dealing withYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

beam spacing in mm of 1350+0.28D for Y-beams where D= beam depth. Beam spacings greater than this may be used but the permanent shutter will either have to be 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep. This also requires the shear links to be narrowed and some adjustment of the top strand l ocations.

Y

750

750

Full Y Beam Range

Full YE Beam Range 2No.@1330

Section

26

(mm²)



310140 340830 374420 410880 450230 492460 537580 585580 417260 470100 524400 580130 637300 695920 755980 817480

255.0 298.4 346.8 399.3 455.2 514.0 575.0 637.8 315.0 363.4 413.4 464.6 516.8 569.8 623.6 678.0

309.5 304.4 300.9 298.7 297.5 297.1 297.3 298.0



24.88 35.07 47.95 63.63 82.19 103.73 128.35 156.12 44.43 59.28 76.61 96.45 118.85 143.86 171.55 201.98

43.42 58.96 76.51 95.72 116.40 138.45 161.83 186.56 54.31 71.21 90.18 111.15 134.13 159.10 186.08 215.10




11.073 17.593 26.530 38.220 52.990 71.160 93.052 118.990 17.106 25.879 37.278 51.641 69.316 90.659 116.040 145.830

7.75 8.52 9.36 10.27 11.26 12.31 13.44 14.64 10.43 11.75 13.11 14.50 15.93 17.40 18.90 20.44

198.1 227.0 255.8 284.7 313.5 342.3 371.2 400.0 474.1 488.5 502.9 517.3 531.8 546.2 560.6 575.0

2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 2No.@480 2No.@350 2No.@310

310 280 250 220 190 160 130

B12-01

100 70

B12-02

190

10No.@210 14No.@160 14No.@110 13No.@60 75 454545505065 65505045454575

Y Be am Sh owi ng Al l Po ss ib le St ra nd Lo ca ti on s

PRECAST


2No.@1330 1No.@1280 2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 1No.@530 2No.@480 1No.@430 2No.@350 2No.@310 1No.@260 10No.@210 14No.@160 14No.@110 13No.@60

310 280 250 220 190 160 130 100 B12-01

70 50 45 45

70

B12-02

190

75 4545455050 65 65 505045454575

Y E B ea m S ho wi ng Al l Po ss ib le St ra nd Lo ca ti on s

33

Y & YE Edge Beam Y-BEAM - BEAM AND SLAB SPAN CHART - BASED ON ACTUAL BEAM LENGTH AND 1200mm BEAM SPACING COVERING GENERAL APPLICATIONS FROM 800mm TO 1600mm c/c's

Wf

Wf

Y

Y

0 0 4 1 = 8 Y 0 0 3 1 = 7 Y

0 0 4 1 = 8 E Y 0 0 3 1 = 7 E Y 0 0 2 1 = 6 E Y

0 0 2 1 = 6 Y 0 0 1 1 = 5 Y 0 0 0 1 = 4 Y 0 0 9 = 3 Y

Metres Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8

X

X

0 0 8 = 2 Y

c Y

0 0 7 = 1 Y

16

17

18

19

20

21

22

23

24

25

26

27

» » » » »

X

X

c Y

Xc

Y

Y1 Y2 Y3 Y4 Y5 Y6 Y7 Y8 YE1 YE2 YE3 YE4 YE5 YE6 YE7 YE8

Depth

750

Full Y Beam Range

Full YE Beam Range

(mm)

(mm²)


700 800 900 1000 1100 1200 1300 1400 700 800 900 1000 1100 1200 1300 1400

310140 340830 374420 410880 450230 492460 537580 585580 417260 470100 524400 580130 637300 695920 755980 817480

255.0 298.4 346.8 399.3 455.2 514.0 575.0 637.8 315.0 363.4 413.4 464.6 516.8 569.8 623.6 678.0

32 PRECAST

31

32

33

34

35

36

37

38

39

40


Alternative Spacings & Spans: " for a beam spacing "S" other than 1.2m » To determine the beam length "L adj adjust the actual beam length "L" above using the following formula. L adj = L(1.2/S) 0.5 » To determine the required beam spacing for a given beam length "L " and beam g size use the following formula where L = beam length for a 1.2m spacing from the above chart. S=1.2(L/L g)2 In order to keep control of deck slab moments, beam interface shear links and » to use standard 50/20 ribbed FRC shutter BPC recommends a general maximum

beam spacing in mm of 1350+0.28D for Y-beams where D= beam depth. Beam spacings greater than this may be used but the permanent shutter will either have to be 75mm deep ribbed FRC or prestressed wide slab with a corresponding increase in deck slab thickness over the beam up to 250mm. If using prestressed 75mm wideslab permanent shutter the outside beam face » shutter rebates will have to be increased in size from the standard 40mm wide x 50mm deep to 60mm wide x 75mm deep. This also requires the shear links to be narrowed and some adjustment of the top strand l ocations.

Y

750

Area

30

Note: » The above figures are for actual beam length » The clear span will be 1m less than the above figures » The centre to centre of bearing in a simply supported structure will be 500mm less than the above figures » The pierto abutment centres willbe perhaps 500mm greaterthan the above figures » This table also covers YE-Beams, but please note that when dealing withYE-Beams the prestressing force should be centred on the lateral (transverse) centroid Xc

2No.@1330

Section

29


The above span table is for guideline purposes only and is based on the below criteria, please contact Banagher Precast Concrete with job specific information for a more accurate evaluation. 0 0 1 1 = 5 E Y 0 0 0 1 = 4 E Y 0 0 9 = 3 E Y 0 0 8 = 2 E Y 0 0 7 = 1 E Y

28


309.5 304.4 300.9 298.7 297.5 297.1 297.3 298.0


24.88 35.07 47.95 63.63 82.19 103.73 128.35 156.12 44.43 59.28 76.61 96.45 118.85 143.86 171.55 201.98

43.42 58.96 76.51 95.72 116.40 138.45 161.83 186.56 54.31 71.21 90.18 111.15 134.13 159.10 186.08 215.10




11.073 17.593 26.530 38.220 52.990 71.160 93.052 118.990 17.106 25.879 37.278 51.641 69.316 90.659 116.040 145.830

7.75 8.52 9.36 10.27 11.26 12.31 13.44 14.64 10.43 11.75 13.11 14.50 15.93 17.40 18.90 20.44

198.1 227.0 255.8 284.7 313.5 342.3 371.2 400.0 474.1 488.5 502.9 517.3 531.8 546.2 560.6 575.0

2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580

2No.@1330 1No.@1280 2No.@1230 2No.@1180 2No.@1130 2No.@1080 2No.@1030 2No.@980 2No.@930 2No.@880 2No.@830 2No.@780 2No.@730 2No.@680 2No.@630 2No.@580 1No.@530 2No.@480 1No.@430

310 280 250 220 190 160 130

B12-01

100

2No.@480

70

2No.@350 2No.@310

B12-02

2No.@350 2No.@310 1No.@260 10No.@210 14No.@160 14No.@110 13No.@60

190

10No.@210 14No.@160 14No.@110 13No.@60

Y Be am Sh owi ng Al l Po ss ib le St ra nd Lo ca ti on s

PRECAST

280 250 220 190 160 130 100 B12-01

70 50 45 45

70

B12-02

190

75 4545455050 65 65 505045454575

75 454545505065 65505045454575


310

Y E B ea m S ho wi ng Al l Po ss ib le St ra nd Lo ca ti on s


33

Fibre Reinforced Concrete Permanent Shutter K C E D X A

Introduction

M

FRC is a flat or ribbed product designed to facilitate the pouring of in-situ deck slabs between prestressed bridge beams. The shutter is designed to carry the immature concrete and associated construction loadings. It is intended that the shutter will be left in place following completion of the bridge. Banagher Precast Concrete FRC shutter is made from 50N self-compacting concrete

with 5 kg/m3 of synthetic fibre and glass fibre reinforced polymer bars. These products were chosen for their structural properties and long-lasting durability. Specifications for all of the components can be sought from Banagher Precast Concrete.

SPAN

SPAN

PERMANENTSHUTTER

PERMANENT SHUTTER

SPAN PERMANENT SHUTTER

R E T T U H S C R F

6mmGFRProd 8

19.5

148

45

103

BRIDGEBEAM

chamfer10x10

R 2 0

56

8

15

138

148

148

148

138

15

750

Design

FRC 75/20 Design loads:6mmGFRProd 8

22

R 2 0

98

Live load – 1.5 kN/m2 Dead load – Thickness of insitu slab * 24 kN/m3

chamfer10x10 50

56

148

0 2

8

0 5

Material Safety Data

15

138

148

148

0 2

148

138

15

750

WARNING

FRC 50/20 6mmGFRProd

25MM MINIMUM BEARING 50

6no.6mmGFRProd@ 130c/c=650

50

750

0 3

FRC Flat 30 Cutting altering of FRC panels may cause structural failure and is not permitted without written approval from Banagher Precast Concrete Ltd. FRC should always be placed with arrows/ribs directed transversely across the span –see figure. FRC products must not be subjected to excessive point loads (live load not to exceed 150 Kg/m2) FRC Products should be inspected for damage. All surfaces to receive FRC should be cleaned to remove all loose material and inspected for damage. •

Load Span Tables

•

Product

Maximum Span (mm)

Max deck thickness including FRC shutter (mm)

30mm Flat 50/20 75/20

750 1350 1800

300 300 300

34 PRECAST


•

•

•

PRECAST


The bearing should be no less than 25mm at each side of the FRC, and must be level with the underside of the FRC- See figure. FRC product must not be subject to shock loading. FRC is only suitable for intended use. Spacers should always be placed on the beams not the FRC. Concrete must not be heaped on the FRC. Material must not be stacked or elements must not be propped on the FRC. Storage of materials on deck must be supported by beams not FRC. •

•

•

•

•

•

•

35

Fibre Reinforced Concrete Permanent Shutter K C E D

Introduction

X A M

FRC is a flat or ribbed product designed to facilitate the pouring of in-situ deck slabs between prestressed bridge beams. The shutter is designed to carry the immature concrete and associated construction loadings. It is intended that the shutter will be left in place following completion of the bridge. Banagher Precast Concrete FRC shutter is made from 50N self-compacting concrete

with 5 kg/m3 of synthetic fibre and glass fibre reinforced polymer bars. These products were chosen for their structural properties and long-lasting durability. Specifications for all of the components can be sought from Banagher Precast Concrete.

SPAN

SPAN

PERMANENTSHUTTER

PERMANENT SHUTTER

SPAN PERMANENT SHUTTER

R E T T U H S C R F

6mmGFRProd 8

19.5

148

45

103

BRIDGEBEAM

chamfer10x10

R 2 0

56

8

15

138

148

148

148

138

15

750

Design

FRC 75/20 Design loads:6mmGFRProd 8

22

R 2 0

98

Live load – 1.5 kN/m2 Dead load – Thickness of insitu slab * 24 kN/m3

chamfer10x10 50

56

148

0 2

8

0 5

Material Safety Data

15

138

148

148

0 2

148

138

15

750

WARNING

FRC 50/20 6mmGFRProd

25MM MINIMUM BEARING 50

6no.6mmGFRProd@ 130c/c=650

50

750

0 3

FRC Flat 30 Cutting altering of FRC panels may cause structural failure and is not permitted without written approval from Banagher Precast Concrete Ltd. FRC should always be placed with arrows/ribs directed transversely across the span –see figure. FRC products must not be subjected to excessive point loads (live load not to exceed 150 Kg/m2) FRC Products should be inspected for damage. All surfaces to receive FRC should be cleaned to remove all loose material and inspected for damage. •

Load Span Tables

•

Product

Maximum Span (mm)

Max deck thickness including FRC shutter (mm)

30mm Flat 50/20 75/20

750 1350 1800

300 300 300

34 PRECAST

•

•

•


PRECAST

The bearing should be no less than 25mm at each side of the FRC, and must be level with the underside of the FRC- See figure. FRC product must not be subject to shock loading. FRC is only suitable for intended use. Spacers should always be placed on the beams not the FRC. Concrete must not be heaped on the FRC. Material must not be stacked or elements must not be propped on the FRC. Storage of materials on deck must be supported by beams not FRC. •

•

•

•

•

•

•


35

Precast Parapet, Coping and Edge Beam Details More and more contractors are using the option of factory manufactured concrete cast on or individually cast parapets, copings and edge beams. Banagher Precast Concrete parapets, copings and edge beams can be any profile, we do carry standard sizes and we would offer these first but bespoke sizes can also be catered for.

Cast on parapets, copings and edge beams are typically precast onto our standard range of prestressed bridge beams as a secondary process which can be seen here and on the next five pages.

Banagher Precast Concrete also design holding down details for contractors so that the use of precast parapets, copings and edge beams can be used on site. They make for a better finished product and a much safer product as straight away the contractor has edge protection and they also act as formwork for the deck p our.

Castincraddlesfor CrashBarrierSystem PrecastParapetCaston Beam BPCIn-House Connection Detail

DripDetailLevel

PrecastCopingBeam

PrecastPrestessedWBeam

ProjectingLi nk

PrecastPrestressedMYBeam

Projectings teel fortieinwith Deck

TransverseHole

Section Through MY Beam Showing Cast On Parapet (This Detail Can Also Be Used With The TY & Y Beams)

36 PRECAST


Section Through W Beam Showing Precast Coping (This Detail Can Also Be Used With The U Beam)

PRECAST


37

Precast Parapet, Coping and Edge Beam Details More and more contractors are using the option of factory manufactured concrete cast on or individually cast parapets, copings and edge beams. Banagher Precast Concrete parapets, copings and edge beams can be any profile, we do carry standard sizes and we would offer these first but bespoke sizes can also be catered for.

Cast on parapets, copings and edge beams are typically precast onto our standard range of prestressed bridge beams as a secondary process which can be seen here and on the next five pages.

Banagher Precast Concrete also design holding down details for contractors so that the use of precast parapets, copings and edge beams can be used on site. They make for a better finished product and a much safer product as straight away the contractor has edge protection and they also act as formwork for the deck p our.

Castincraddlesfor CrashBarrierSystem PrecastParapetCaston Beam BPCIn-House Connection Detail

DripDetailLevel

PrecastCopingBeam


ProjectingLi nk

PrecastPrestressedMYBeam

Projectings teel fortieinwith Deck

TransverseHole

Section Through MY Beam Showing Cast On Parapet (This Detail Can Also Be Used With The TY & Y Beams)

36 PRECAST



PRECAST


37

Precast Parapet, Coping and Edge Beam Details Typical advantages of precast concrete parapets, copings and edge beams:

Banagher Precast Concrete manufacture parapets like below for use over Railways where a steeple top is required to prevent people being able to stand on top of the parapet. These units can have an F4 finish on both faces or a U4 finish on one.

1. Factory produced 2. Ensure a quick erection p rocess 3. Alternative finishes and profiles available to suit local conditions 4. Can take cast in items for light fixings and crash barrier systems.

Castincraddlesfor CrashBarrierSystem

PrecastParapetBeam Projectingsteelfortiein withDeck

PrecastPrestressed TYBeam Projectingsteelfor tieinwith Deck

CastonCopingBeam

Precast Prestressed TYEBeam

DripDeatilIncorporated

Section Through TY Beam Showing Cast on Precast Coping (This Detail Can Also Be Used With The MY & Y Beam)

38 PRECAST


Section Through TY Beam Showing Precast Parapet (This Detail Can Also Be Used With The MYE & YE Beam)

PRECAST


39

Precast Parapet, Coping and Edge Beam Details Typical advantages of precast concrete parapets, copings and edge beams:

Banagher Precast Concrete manufacture parapets like below for use over Railways where a steeple top is required to prevent people being able to stand on top of the parapet. These units can have an F4 finish on both faces or a U4 finish on one.

1. Factory produced 2. Ensure a quick erection p rocess 3. Alternative finishes and profiles available to suit local conditions 4. Can take cast in items for light fixings and crash barrier systems.

Castincraddlesfor CrashBarrierSystem

PrecastParapetBeam Projectingsteelfortiein withDeck

PrecastPrestressed TYBeam Projectingsteelfor tieinwith Deck

CastonCopingBeam

Precast Prestressed TYEBeam

DripDeatilIncorporated

Section Through TY Beam Showing Cast on Precast Coping (This Detail Can Also Be Used With The MY & Y Beam)

38 PRECAST

Section Through TY Beam Showing Precast Parapet (This Detail Can Also Be Used With The MYE & YE Beam)


PRECAST


39

Precast Parapet, Coping and Edge Beam Details Banagher Precast Concrete can offer pattern profiled finishes, exposed aggregate finishes, brick sandwich panels and as shown below curved panels as well. Whatever your criteria please give our technical team a call for a precast solution.

There are many forms of connection details for the parapet to the deck. Banagher Precast Concrete pride themselves on offering the client the best and most user friendly solution for on site conditions. A precast seating and a stitch detail can help in the temporary case and give the client edge protection at an early stage allowing work on the deck to start straight away.

Castincraddlesfor CrashbarrierSystem

DripDetailIncorporated BPCIn-HouseConnectionDetail PrecastCopingBeam

PrecastParapetCaston Beam


Projecting steel fortiein withDeck

PrecastPrestess ed TYEBeam


40 PRECAST


Section Through TY & TYE Bridge Deck Showing Precast Parapet (This Detail Can Also Be Used With The MY & Y Beam)

PRECAST


41

Precast Parapet, Coping and Edge Beam Details Banagher Precast Concrete can offer pattern profiled finishes, exposed aggregate finishes, brick sandwich panels and as shown below curved panels as well. Whatever your criteria please give our technical team a call for a precast solution.

There are many forms of connection details for the parapet to the deck. Banagher Precast Concrete pride themselves on offering the client the best and most user friendly solution for on site conditions. A precast seating and a stitch detail can help in the temporary case and give the client edge protection at an early stage allowing work on the deck to start straight away.

Castincraddlesfor CrashbarrierSystem

DripDetailIncorporated BPCIn-HouseConnectionDetail PrecastCopingBeam

PrecastParapetCaston Beam


Projecting steel fortiein withDeck

PrecastPrestess ed TYEBeam


40 PRECAST


Section Through TY & TYE Bridge Deck Showing Precast Parapet (This Detail Can Also Be Used With The MY & Y Beam)

PRECAST


41

Lifting and Handling Details U and W Beams W Beam manufacture is identical to U Beam manufacture but due to the larger section, extra care must be taken in lifting and stacking of W Beams. The units are manufactured with two sets of lifting anchors (see Fig. 1). The lifting anchors positioned closest to the ends are used at the manufacturing yard and should not be used on site, except in special agreed circumstances. The site lifting anchors are positioned further in along the beam. The location and Lifting Angle for these positions are noted on the relevant production drawing. When lifting the beams at the production yard, a spreader beam is used. This spreader beam has been manufactured, tested and certified for this specific task and lifts straight up causing no inward or outward stress to the beam. This

WBeam

system is used for lifting the beam from the production line into storage. Typical supportarrangement for temporary storage is shown in Fig. 3. The beam must be supported under the end lifting anchor and the supports should provide sufficient ground clearance to avoid any bearing along its length. Bearing should only take place at these two points, no further bearing should be provided along the length of the beam. Support should be provided either across the full width of the W Beam soffit (see Fig. 4a) or directly under the two webs (see Fig. 4b) and NOT be positioned along the centre line of the beam (see Fig. 4c). When transporting to site a temporary brace is positioned between the two site lifting anchors (Fig. 2). This is an adjustable steel frame that is easily fixed and removed when the beam is in position. The brace must remain in place when lifting on site and slings can be attached as normal. Once the beam has been landed on its support this brace can be removed easily and returned to the yard. Site work may commence.

Sufficientclearance requiredtoavaoidBeam bearingalongitsspan

Support Point

Support Point

Elevation Fig 3.

SpreaderBeamused forliftinginyard

DShackle usedforlifting

Section

Section

Section

Fig 4a.

Fig 4b.

Fig 4c.

Siteliftinganchor

Yardliftinganchor

15.7Dia Superstrand used forliftinganchors 279knbreaking load

All Other Beams Sitelifting

WBeam

D-Shackletobe usedwhenliftingonsite

x

n g l s i g i n InclinedLiftonsite f t i L

Yardlifting

SeeDWGS

Nominal50mmpintobe used 60°

Section

Elevation

Strandstobe splayedinBeam toprovideanchorage

Fig 1.

60°

15.7mm superstrand tobeused forlifting.

45° 15°

Specifiedcharacteristics Breakingload=279kn 3No.Strandeachend

Directionof sitelift

Temp.liftingbrace positioned between webs@sitelifting anchorlocations


Yardlifting anchor

Sitelifting anchor

f t i l t e i f s o n i o t 45° c i r e Min.Lift D

Prestressed Bridge Beam Lifting Details

angle

Sitelifting Strandstobe splayedinBeam toprovideanchorage


g i n l s g InclinedLiftonsite i n t f L i

Yardlifting

SeeDWGS

Nominal50mmpintobe used 4No.Strand Forliftingbothends


WBeam


60°


60° 45° 15°

Specifiedcharacteristics Breakingload=279kn

Section

Elevation Fig 2.

42 PRECAST


Prestressed Bridge Edge Beam Lifting Details

PRECAST


43

Lifting and Handling Details U and W Beams W Beam manufacture is identical to U Beam manufacture but due to the larger section, extra care must be taken in lifting and stacking of W Beams. The units are manufactured with two sets of lifting anchors (see Fig. 1). The lifting anchors positioned closest to the ends are used at the manufacturing yard and should not be used on site, except in special agreed circumstances. The site lifting anchors are positioned further in along the beam. The location and Lifting Angle for these positions are noted on the relevant production drawing. When lifting the beams at the production yard, a spreader beam is used. This spreader beam has been manufactured, tested and certified for this specific task and lifts straight up causing no inward or outward stress to the beam. This

WBeam

system is used for lifting the beam from the production line into storage. Typical supportarrangement for temporary storage is shown in Fig. 3. The beam must be supported under the end lifting anchor and the supports should provide sufficient ground clearance to avoid any bearing along its length. Bearing should only take place at these two points, no further bearing should be provided along the length of the beam. Support should be provided either across the full width of the W Beam soffit (see Fig. 4a) or directly under the two webs (see Fig. 4b) and NOT be positioned along the centre line of the beam (see Fig. 4c). When transporting to site a temporary brace is positioned between the two site lifting anchors (Fig. 2). This is an adjustable steel frame that is easily fixed and removed when the beam is in position. The brace must remain in place when lifting on site and slings can be attached as normal. Once the beam has been landed on its support this brace can be removed easily and returned to the yard. Site work may commence.

Sufficientclearance requiredtoavaoidBeam bearingalongitsspan

Support Point

Support Point

Elevation Fig 3.

SpreaderBeamused forliftinginyard


Section

Section

Section

Fig 4a.

Fig 4b.

Fig 4c.

Siteliftinganchor

Yardliftinganchor


All Other Beams Sitelifting

WBeam

x

g i n l s g i n InclinedLiftonsite f t i L


Yardlifting

SeeDWGS

Nominal50mmpintobe used 60°

Section

Elevation

Strandstobe splayedinBeam toprovideanchorage

Fig 1.

60°


45° 15°

Specifiedcharacteristics Breakingload=279kn 3No.Strandeachend

Directionof sitelift



Yardlifting anchor

Sitelifting anchor

f t i l t e i f s o n i o t 45° c i r e Min.Lift D

Prestressed Bridge Beam Lifting Details

angle

Sitelifting Strandstobe splayedinBeam toprovideanchorage


g i n l s g InclinedLiftonsite i n t f L i

Yardlifting

SeeDWGS

Nominal50mmpintobe used 4No.Strand Forliftingbothends


WBeam


60°

60° 45°


15°

Specifiedcharacteristics Breakingload=279kn

Section

Elevation Fig 2.

42 PRECAST

Prestressed Bridge Edge Beam Lifting Details


PRECAST


The precast beams are delivered to site on special vehicles with the load supported and restrained appropriately. On site, the access road to the point of

43

Appendix A TY & TYE Edge Beam for Solid Slab Construction

Transportation to Site: In almost all cases it is the responsibility of Banagher Precast Concrete to deliver the bridge beams to site. The handling of the units on site, preparation of suitable access roads, cranage and further site operations is the responsibility of the contractor. Banagher Precast Concrete are on hand to advise in relation to any of the points above.


unloading must be appropriate for road vehicles, i.e. adequate hardstanding to be provided for by the main contractor. Roadways with crossfalls or corners with severe changes of level should be avoided as these may impose torsional stresses on the beams. The unloading area should be on level ground and appropriate space for turning should be available.

60 50

100

2No.@850 2No.@800

5No.@800 5No.@750 5No.@700

2No.@750 2No.@700 2No.@650 2No.@600 2No.@550

B8-01Link

73

5No.@650 5No.@600 5No.@550 5No.@500

2No.@500 2No.@450

B10Link

2No.@400 2No.@350 60

210 1No.@220 5No.@180 9No.@140 13No.@100 13No.@60

70 4 5 45 5 0 6 5 4 4 5 6 60

3 9 1

5No.@400 5No.@350 3No.@310 3No.@270 7No.@220 9No.@180 11No.@140 13No.@100 13No.@60

50 45 50 50 44 5 6 5 6 44 50 50 45 50 590

50 45 50 50 44 5 6 5 6 44 50 50 45 50 590

TY Beam Showing all possible strand locations for 12.9mm diameter strand

TYE Beam Showing all possible strand locations for 12.9mm diameter strand

TY & TYE Edge Beam for Beam and Slab Construction

Handling and Erection on Site: Lifting and handling operations must be reviewed by a competent person. Cranes should be positioned such that the erection of the beams can take place safely, within the safe working load and radius of the crane. Beam weights for lifting are given on the Banagher Precast Concrete production drawings. The angle of lift is also defined on the drawings. Bridge beam lifts are often critical with respect to road or rail closures, it is recommended therefore that the crane has some additional capacity. The contractor should allow for an additional 10% of weight to that on the production drawings, if necessary, Banagher Precast Concrete can weigh the beams. The bridge beams have lifting strands cast in, these again are identified clearly on the production drawings. It is up to the crane supplier to provide all of the lifting gear.

60

5No.@450

Bridge beams should be placed in position as soon as they are delivered to site but often this is not possible as large numbers of beams may take days to be delivered in full if the haulier doesn’t have adequate numbers of trailers therefore it may be required to store a number of beams until all of the beams have been delivered and then can be placed at the same time. Storage areas should be cordoned off and beams should be supported on timber skids with appropriate foundation strips, Banagher Precast Concrete are available to liaise on the type and size of timbers that need to be used, often these timbers will be on the delivery wagon and can be kept and used on site. Tall beams should be stabilised with props and all beams should be supported only under the lifting points as shown in our section on “Lifting and Handling Details”in this brochure.

200 180 160 B8-01Link

140 120 100 80

2No.@850 2No.@800

4No.@800 4No.@750

2No.@750 2No.@700 2No.@650 2No.@600 2No.@550

4No.@700 4No.@650 4No.@600

B10-01Link

4No.@550 4No.@500 4No.@450

2No.@500 2No.@450


2No.@400 2No.@350

60 1No.@220 5No.@180 9No.@140 13No.@100 13No.@60 45.5 50 45 50 50 44 5 6 5 6 44 50 50 45 50

50 45 50 50 44 5 6 5 6 44 50 50 45 50

590 590




44 PRECAST


PRECAST


45


TY & TYE Edge Beam for Solid Slab Construction

Transportation to Site: In almost all cases it is the responsibility of Banagher Precast Concrete to deliver the bridge beams to site. The handling of the units on site, preparation of suitable access roads, cranage and further site operations is the responsibility of the contractor. Banagher Precast Concrete are on hand to advise in relation to any of the points above. The precast beams are delivered to site on special vehicles with the load supported and restrained appropriately. On site, the access road to the point of

Appendix A

unloading must be appropriate for road vehicles, i.e. adequate hardstanding to be provided for by the main contractor. Roadways with crossfalls or corners with severe changes of level should be avoided as these may impose torsional stresses on the beams. The unloading area should be on level ground and appropriate space for turning should be available.

60 50

100

2No.@850 2No.@800

5No.@800 5No.@750 5No.@700

2No.@750 2No.@700 2No.@650 2No.@600 2No.@550

B8-01Link

73

5No.@650 5No.@600 5No.@550 5No.@500

2No.@500 2No.@450

B10Link

2No.@400 2No.@350 60 1No.@220 5No.@180 9No.@140 13No.@100 13No.@60

70 4 5 45 5 0 6 5 4 4 5 6 60

3 9 1


50 45 50 50 44 5 6 5 6 44 50 50 45 50 590

50 45 50 50 44 5 6 5 6 44 50 50 45 50 590



TY & TYE Edge Beam for Beam and Slab Construction

Handling and Erection on Site: Lifting and handling operations must be reviewed by a competent person. Cranes should be positioned such that the erection of the beams can take place safely, within the safe working load and radius of the crane. Beam weights for lifting are given on the Banagher Precast Concrete production drawings. The angle of lift is also defined on the drawings. Bridge beam lifts are often critical with respect to road or rail closures, it is recommended therefore that the crane has some additional capacity. The contractor should allow for an additional 10% of weight to that on the production drawings, if necessary, Banagher Precast Concrete can weigh the beams. The bridge beams have lifting strands cast in, these again are identified clearly on the production drawings. It is up to the crane supplier to provide all of the lifting gear.

60

210

5No.@450

Bridge beams should be placed in position as soon as they are delivered to site but often this is not possible as large numbers of beams may take days to be delivered in full if the haulier doesn’t have adequate numbers of trailers therefore it may be required to store a number of beams until all of the beams have been delivered and then can be placed at the same time. Storage areas should be cordoned off and beams should be supported on timber skids with appropriate foundation strips, Banagher Precast Concrete are available to liaise on the type and size of timbers that need to be used, often these timbers will be on the delivery wagon and can be kept and used on site. Tall beams should be stabilised with props and all beams should be supported only under the lifting points as shown in our section on “Lifting and Handling Details”in this brochure.

200 180 160 B8-01Link

140 120 100 80

2No.@850 2No.@800

4No.@800 4No.@750

2No.@750 2No.@700 2No.@650 2No.@600 2No.@550

4No.@700 4No.@650 4No.@600

B10-01Link

4No.@550 4No.@500 4No.@450

2No.@500 2No.@450


2No.@400 2No.@350

60 1No.@220 5No.@180 9No.@140 13No.@100 13No.@60 45.5 50 45 50 50 44 5 6 5 6 44 50 50 45 50

50 45 50 50 44 5 6 5 6 44 50 50 45 50

590 590




44 PRECAST


Notes

46 PRECAST


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45

Notes

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47

Notes

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Notes

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For a copy of the

Bridge Beam Design Manual please contact our technical department.

48 PRECAST



47

For a copy of the

Bridge Beam Design Manual please contact our technical department.

48 PRECAST



Banagher Precast Concrete Ltd, Banagher, Co. Offaly, Ireland T(IRL) +353 (0)57 9151417 T(UK) +44 (0)161 300 0513 F +353 (0)57 9151558 E [email protected] W www.bancrete.com All rights reserved. Except as permitted under current legislation no part of this work may be photocopied, stored in a retrieval system, published, performed in public, adapted, broadcast, transmitted, recorded or reproduced in any form or by any means, without the prior permission of the copyright owner. Enquiries should be addressed to Banagher Precast Concrete.

Banagher Precast Concrete Ltd, Banagher, Co. Offaly, Ireland T(IRL) +353 (0)57 9151417 T(UK) +44 (0)161 300 0513 F +353 (0)57 9151558 E [email protected] W www.bancrete.com All rights reserved. Except as permitted under current legislation no part of this work may be photocopied, stored in a retrieval system, published, performed in public, adapted, broadcast, transmitted, recorded or reproduced in any form or by any means, without the prior permission of the copyright owner. Enquiries should be addressed to Banagher Precast Concrete.

P r o d u c e d b y s t u d i o 9 3 .i e


Banagher Bridge Beam Manual

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