B0301 - PSC Plank Girder full set - rms.nsw.gov.au · psc plank girder b0301 standard drawing no...

GENERAL NOTES

IS LESS THAN 6mm.

THE SHEAR DEFLECTION DUE TO SELF WEIGHT OF THE SUPERSTRUCTURE

DENOTES THAT BEARINGS MAY BE INSTALLED ON AN INCLINE PROVIDED

THE SIDES OF THE GROUT PADS AFTER THE REMOVAL OF FORMWORK.

MINIMUM OF 3 DAYS AND CURING COMPOUNDS SHALL BE APPLIED TO

THE FORMWORK FOR THE GROUT PADS MUST REMAIN IN PLACE FOR A

EDGES OF BASE PLATES.

SIDE FACES OF GROUT PADS SHALL BE VERTICAL AND FLUSH WITH

UNDER THE BASE PLATES.

RECESSES ARE COMPLETELY FILLED AND THAT THERE ARE NO VOIDS

GROUTING SHALL BE CARRIED OUT TO ENSURE THAT THE FORMED

MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.

CEMENTITIOUS GROUT EPIREZ SUPERFLOW HF OR APPROVED EQUIVALENT.

GROUT PADS AND SHALL BE SHRINKAGE COMPENSATED HIGH FLOW

DENOTES THE GROUT USED TO FILL FORMED RECESSES AND CONSTRUCT

AND 70mm AT ANY LOCATION.

DENOTES THE MINIMUM AND MAXIMUM THICKNESS OF GROUT SHALL BE 15mm

WELDNG SYMBOLS COMPLY WITH AS 1101.3.

THE WELD CATEGORY SHALL BE 1C, IN ACCORDANCE WITH AS/NZS 1554.6.

STEEL PLATE SHALL BE STAINLESS STEEL GRADE 304 TO ASTM A276.

THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.

SCALE OR AS SHOWN.

100 200 300 400 500mm0

10050

COPYRIGHT ROADS AND MARITIME SERVICES 2018

BEARING DETAILS

PSC PLANK GIRDER

B0301

STANDARD DRAWING No

EDMS No

DS2017/000886DATE

APPROVED FOR USE STANDARD DRAWINGISSUE DATE

REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:

SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES

21.12.2018

W.Ariyaratne

PSC PLANK

Mb

Ma

ABUTMENT A END

PSC PLANK

TABLE 1

PLANK TO SUIT BEARING USED

5 DEEP RECESS IN SOFFIT OF

ABUTMENT B END

LONGITUDINAL GRADE ON TOP OF BEARING BASEPLATE

%

%

%

%

%

%

NO

M NO

M

CAST-IN-PLACE CONCRETE DECK

PSC PLANK

ELEVATION OF PLANK AFTER DECK CONSTRUCTION

BEARING GROUT PAD

ELASTOMERIC BEARING

MODIFIED LAMINATED

TOP OF BEARING

25 MIN

No

SPAN

STRANDS AND LONGITUDINAL REINFORCEMENT

DENOTES 170 MIN SUBJECT TO ADEQUATE ANCHORAGE OF

TO SUIT BEARING DIMENSIONS

6 THICK BEARING BASE PLATE

1

-

1

-

-

B

SECTION 1

-

WITH DEPTH TO SUIT

Ø60 FORMED RECESS

100 200 300 400 500mm0

10050

100 200 300 400 500mm0

10050

OR SILL BEAM

TOP OF HEADSTOCK

ï»¿90î€

AND PLANK

CL OF BEARING, DOWEL

CL OF BEARING

CL OF BEARING

MEASURED HOG Ma Mb

FROM THE FIGURES IN TABLE 1 ACCORDINGLY.

THE TOP OF BASEPLATES SHALL BE DETERMINED

THE ERECTION OF THE PLANKS AND THE GRADE OF

HOGS SHALL BE MEASURED WITHIN TWO WEEKS PRIOR TO

50 50

50

50

6 THICK PLATE

PLAN

BEARING BASEPLATE ASSEMBLY

A

==

B

==

50

10

LENGTH TO SUIT

GRADE 304 TO ASTM A276

Ø20 STAINLESS STEEL DOWEL

6

A

-

2

-

2

-

SECTION 2

-

0 100 200 300mm

100 50

LEVELLING SCREWS

Ø10 HOLES FOR Ø8

STAINLESS STEEL DOWEL

Ø21 HOLE FOR Ø20

FOR LEVELLING CONTROL

GRADE 304 TO ASTM A276

M8 STAINLESS STEEL NUT

PLATE - TYP

TO UNDERSIDE OF

TACK WELD NUT

PAD HAS SET AND VOID SHALL BE FILLED WITH GROUT

LEVELLING SCREWS SHALL BE REMOVED WHEN GROUT

DETAIL B

-

CO

VE

R

20 M

INØ60

IN R

EC

ES

S

50 M

IN E

MB

ED

ME

NT PAD

BEARING GROUT

FORMED RECESS

BASEPLATE

6 THICK BEARING

OF BEARING BASEPLATE

TO ASTM A276 FOR LEVELLING

MACHINE SCREW GRADE 304/A2

M8 x 75 LONG STAINLESS STEEL

DOWEL

Ø20 STAINLESS STEEL

DETAIL A

-

0

50

150mm10050

25

0

50

150mm10050

25

SCALE

GENERAL NOTES


STANDARD SIZES

PSC PLANK GIRDER

B0302

STANDARD DRAWING No

EDMS No

DS2017/000887DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

300mm2001000

50100

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

700 10

10

50

2 4

b t

3

b

3

9

9

9

9

6

7

7

7

7

7

6

7

7

7

7

7

455

535

600

348

291

265

226

188

148

(mm)

DEPTH

300

380

A (mm ) I (mm ) Y (mm) Z (mm ) Z (mm )

(m)

LENGTH(S)

SPAN

7 AND 8

9 AND 10

11 AND 12

13 AND 14

15 AND 16

17 AND 184.746 x 10

3.491 x 10

2.691 x 10

2.043 x 10

1.421 x 10

8.828 x 108.645 x 10

1.398 x 10

2.014 x 10

2.636 x 10

3.279 x 10

4.694 x 10 1.652 x 10

1.015 x 10

7.124 x 10

4.614 x 10

2.678 x 10

1.310 x 10 178 000

226 000

271 000

248 314

287 314

347 314

SECTION PROPERTIES

13m AND 14m SPANS 15m AND 16m SPANS 17m AND 18m SPANS

11m AND 12m SPANS9m AND 10m SPANS7m AND 8m SPANS

50500

300

600

5050050

380

600

5050050

455

600

5050050

700

350

300300

600600

300300

5050050

600

330

535

270

300300

600

5050050

300

VOID

300

VOID

300

VOID

20

20

20

20

20

20

� OF PLANK

� OF PLANK

� OF PLANK

AND VOID

� OF PLANK

AND VOID

� OF PLANK

AND VOID

� OF PLANK

� OF VOID� OF VOID

� OF VOID

S XA

DESIGN ASSUMPTIONS

STANDARD BAR SHAPES DIAGRAM

GENERAL NOTES

SCALE OR AS SHOWN

DESIGN LOADING: SM1600.

THE MAXIMUM GAP BETWEENS PSC PLANKS: 320mm.

DECK: 180mm.

THE NOMINAL THICKNESS OF CAST-IN-PLACE REINFORCED CONCRETE

6 880

160

160

375

230

230

460

460

430

WITH AS 5100.5.13.

ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE

RIGHT ANGLE.

THE INCLUDED ANGLE OF ANY BEND SHALL BE A

BARS SHALL BE GRADE D500N TO AS/NZS 4671.

BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.

AND ARE IN MILLIMETRES.

MEASURED FROM THE OUTSIDE FACES OF THE BARS

DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE

300mm2001000

50100


7m SPAN

PSC PLANK GIRDER

B0303

STANDARD DRAWING No

EDMS No

DS2017/000888DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.

UPRIGHT POSITION AND SUPPORTED AT NOT MORE THAN 600mm FROM

DURING STORAGE, TRANSPORT AND HANDLING, PLANK SHALL BE IN AN

MASS OF PLANK IS APPROXIMATELY 3.2 TONNES.

- NO LOADS EXCEPT PLANK SELF WEIGHT

TEMPERATURE AND RELATIVE HUMIDITY IN RANGE 50% - 75%

- STORAGE IN OPEN AIR, AFTER STEAM CURING, AT 20 deg C AVERAGE

- STEAM CURING AT 70 deg C FOR 8 HOURS AFTER CASTING

- ELASTIC MODULUS AT TRANSFER = 32 800 MPa

- DENSITY = 2550 kg/cu m

AND IS 8mm AT 28 DAYS, ASSUMING:

CALCULATED HOG OF PLANK AT TRANSFER IS 4mm

BY THE APPLICATION OF EPOXY RESIN.

THE END OF PLANK AND EXPOSED STRANDS SEALED AGAINST CORROSION

AFTER TRANSFER OF PRESTRESS, STRANDS SHALL BE CUT FLUSH WITH

BE 138 kN.

IMMEDIATELY AFTER THE RELEASE OF THE TENSIONING JACK SHALL

THE FORCE IN EACH 12.7mm DIA STRAND AT THE MID-SPAN OF THE PLANK

FORCE OF 184 kN.

STRENGTH 1870 MPa, RELAX 2, TO AS/NZS 4672.1 WITH MINIMUM BREAKING

STRANDS SHALL BE 7-WIRE, ORDINARY, DIAMETER 12.7mm, TENSILE

VIBRATING TABLE OR FORM VIBRATORS.

RIGID STEELFORMWORK MOULD WITH INTENSE COMPACTION USING A

THE REQUIRED COVER SPECIFIED IS BASED ON THE PLANK BEING CAST IN A

SURFACE SHALL BE 35mm UNLESS SPECIFIED OTHERWISE.

REQUIRED COVER TO REINFORCEMENT NEAREST TO THE CONCRETE

OF PRESTRESS SHALL BE 35 MPa.

MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT TRANSFER

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 50 MPa.

CONCRETE EXPOSURE CLASSIFICATION: ...

110 1-

STRANDS NOT SHOWN

110

6 950

Q2

OF STRANDS AND REINFORCEMENT

BY THE DESIGNER TO SUIT ANCHORAGE

DENOTES DIMENSION TO BE DETERMINED

5050

ELASTOMERIC BEARING (EACH END OF PLANK)

5 DEEP RECESS FOR LAMINATED

250150 250 150

TYP

475

PLANK TYPE C - ... REQUIRED

PLANK TYPE B - ... REQUIRED

PLANK TYPE A - ... REQUIRED Q2 2-N12-A-250

Q1 1-N12-X-250,

20 BUNDLES OF

Q2 6-N12-A-150

LAPPED WITH Q1 BARS

2 SETS OF

Q1 4-N12-X-150

Q1 5-N12-X-50

SHOWN IN SECTION

Q3 2-N16-S SPACED AS

2 SETS OF

Q2 6-N12-A-150

LAPPED WITH Q1 BARS

Q1 4-N12-X-150

Q1 5-N12-X-50

STRANDS AND INTERNAL REINFORCEMENT NOT SHOWN

2

-

2

-

1

-

1

-

PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK.

PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK.

PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK.

ELEVATION

PLAN

0 200 400 600 800

200 100

1 000mm

0 200 400 600 800

200 100

1 000mm

VIEW 1

-

600

300

300300

20

BROOM FINISHING TRANSVERSELY

THE MANUFACTURE OF THE PLANK BY

THIS SURFACE SHALL BE MADE ROUGH IN

CEMENT FORMWORK SHEETING

PLACEMENT OF 18 THICK FIBRE

50 x 20 DEEP RECESS FOR

ROUNDED TO R10

CHAMFERED 10 x 10 OR

BOTTOM EDGES SHALL BE

� OF PLANK

TYPE USED

SIZE OF RECESS TO SUIT BEARING

ELASTOMERIC BEARING.


PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

50 50500

Q3

SECTION 2

-

10/�12.7mm STRANDS

Q1

Q2

110

55

50

55

75

AT 50 = 150

3 SPACES

150

AT 50 = 150

3 SPACES

75

ALL STRANDS TO BE STRAIGHT

S XA


7 880

160

160

375

230

230

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100


8m SPAN

PSC PLANK GIRDER

B0304

STANDARD DRAWING No

EDMS No

DS2017/000889DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












20

VIEW 1

-

300300

300

600







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

� OF PLANK

50 50500

TYPE USED




Q3

SECTION 2

-


Q1

Q2

110

55

50

55

75

AT 50 = 150

3 SPACES

150

AT 50 = 150

3 SPACES

75



110 1-

STRANDS NOT SHOWN

110

Q2




5050



7 950

150

975 TYP

150 250 250



PLANK TYPE A - ... REQUIRED

ELEVATION

PLAN

LAPPED WITH Q1 BARS

Q2 6-N12-A-150

2 SETS OF

Q1 4-N12-X-150

SHOWN IN SECTION

Q3 2-N16-S SPACED ASLAPPED WITH Q1 BARS

Q2 6-N12-A-150

2 SETS OF

Q1 4-N12-X-150

Q1 5-N12-X-50

Q2 2-N12-A-250

Q1 1-N12-X-250,

24 BUNDLES OF

Q1 5-N12-X-50




2

-

2

-

1

-

1

-0 200 400 600 800

200 100

1 000mm

0 200 400 600 800

200 100

1 000mm

S X


8 880

310

310

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.






DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE L160

450

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100


9m SPAN

PSC PLANK GIRDER

B0305

STANDARD DRAWING No

EDMS No

DS2017/000890DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.





THE COVER REQUIRED SPECIFIED IS BASED ON THE PLANK BEING CAST IN A







110


1-

STRANDS NOT SHOWN

Q2




50 50



8 950

250250150

ELEVATION

PLAN

SHOWN IN SECTION

Q3 2-N20-S SPACED AS110

Q1 9-N12-X-150

Q1 5-N12-X-50

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Q2 2-N12-L-250

Q1 1-N12-X-250,

22 BUNDLES OF

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Q1 5-N12-X-50 Q1 9-N12-X-150



PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK.PLANK TYPE C - ... REQUIRED



150

2

-

2

-

1

-

1

-

0 200 400 600 800

200 100

1 000mm

0 200 400 600 800

200 100

1 000mm

20

380

300300

600







PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

ROUNDED TO R10



� OF PLANK

TYPE USED




VIEW 1

-

50 50500

Q3

SECTION 2

-


Q1

Q2

110

55

50

55

75

AT 50 = 150

3 SPACES

150

AT 50 = 150

3 SPACES

75


S X


9 880

310

310

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100


10m SPAN

PSC PLANK GIRDER

B0306

STANDARD DRAWING No

EDMS No

DS2017/000891DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












20

VIEW 1

-

300300

380

600







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

� OF PLANK

50 50500

TYPE USED




Q3

SECTION 2

-


Q1

Q2

110

55

50

55

75

AT 50 = 150

3 SPACES

150

AT 50 = 150

3 SPACES

75


110 1101-

STRANDS NOT SHOWN

Q2




50 50






9 950

250150 250 150

ELEVATION

PLAN


1

-

1

-

2

-

2

-

Q1 5-N12-X-50

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

SHOWN IN SECTION


LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Q1 5-N12-X-50 Q1 9-N12-X-150

Q2 2-N12-L-250

Q1 1-N12-X-250,

26 BUNDLES OF

Q1 9-N12-X-150




0 200 400 600 800

200 100

1 000mm

0 200 400 600 800

200 100

1 000mm

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


386

386

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

10 880


11m SPAN

PSC PLANK GIRDER

B0307

STANDARD DRAWING No

EDMS No

DS2017/000892DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












110

1101-

STRANDS NOT SHOWN

Q2




50 50






10 950

250 250150 150

Q1 5-N12-X-50 Q1 9-N12-X-150

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

SHOWN IN SECTION


WITH 12-X-1 BARS

Q2 11-N12-L-150 LAPPED

2 SETS OF

Q1 5-12-X-50

Q1 9-N12-X-150


ELEVATION

PLAN




Q2 2-N12-L-250

Q1 1-N12-X-250,

30 BUNDLES OF

2

-

2

-

1

-

1

- 1 000mm8006004002000

100200

1 000mm8006004002000

100200

20

VIEW 1

-

455

600







PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

ROUNDED TO R10


BOTTOM EDGES SHALL BE TYPE USED




� OF PLANK

50 50500

300 300

Q3

SECTION 2

-


Q1

Q2

110

55

75

AT 50 = 150

3 SPACES

150

AT 50 = 150

3 SPACES

75


50

50

55

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


385

385

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

11 880


12m SPAN

PSC PLANK GIRDER

B0308

STANDARD DRAWING No

EDMS No

DS2017/000893DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












20

VIEW 1

-

300300

455

600







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

TYPE USED




� OF PLANK

50 50500

Q3

SECTION 2

-


Q1

Q2

110

55

75

AT 50 = 150

3 SPACES

150

AT 50 = 150

3 SPACES

75


50

50

55

OF 2 000mm AT EACH END

SHEATHED FOR DISTANCE

THESE STRANDS SHALL BE

110110

1-

Q2

50

11 950

250250150 150

50

2

-

2

-

1

-

1

-

ELEVATION

PLAN

PLANK TYPE C - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT EITHER END OF PLANK

PLANK TYPE B - FIRST THREE PAIRS OF Q2 BARS ARE NOT REQUIRED AT ONE END OF PLANK

PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANK

WITH Q1 BARS


2 SETS OF

Q1 9-N12-X-150Q1 5-N12-X-50






SHOWN IN SECTION


WITH Q1 BARS


2 SETS OF

Q1 5-N12-X-50Q1 9-N12-X-150Q2 2-N12-L-250

Q1 1-N12-X-250,

34 BUNDLES OF

STRANDS NOT SHOWN





1 000mm8006004002000

100200

1 000mm8006004002000

100200

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


8 880

465

465

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450


13m SPAN

PSC PLANK GIRDER

B0309

STANDARD DRAWING No

EDMS No

DS2017/000894DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












VIEW 1

-

300300

535

270

600

300

VOID







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

� OF PLANK

50 50

20

500

TYPE USED




SECTION 2

-


Q1

Q2

110

55


50

50

55

Q3




75

9 SPACES AT 50= 450

75

110 110

STRANDS NOT SHOWN

1-

12 950

Q2

MIN MIN

200



DENOTES DIMENSION TO BE DETERMINED200






Ø300 VOID

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

SHOWN IN SECTION


WITH Q1 BARS


2 SETS OF

Q1 5-N12-X-50 Q1 9-N12-X-150

Q2 2-N12-L-250

Q1 1-N12-X-250,

38 BUNDLES OF

Q1 9-N12-X-150 Q1 5-N12-X-50





250 250150 150

50 50

1

-

2

-

1

-

2

-

ELEVATION

PLAN

Ø300 VOID

0 200 400 600 800

200 100

1 000mm

0 200 400 600 800

200 100

1 000mm

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


465

465

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

13 880


14m SPAN

PSC PLANK GIRDER

B0310

STANDARD DRAWING No

EDMS No

DS2017/000895DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












110 110

STRANDS NOT SHOWN

1-

Q2

200

MIN MIN

200




5050



2

-

1

-

1

-

2

-

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Ø300 VOID

Ø300 VOID


Q1 5-N12-X-50 Q1 9-12-X-150







Q2 2-N12-L-250

Q1 1-N12-X-250,

42 BUNDLES OF

Q1 9-12-X-150 Q1 5-N12-X-50

WITH Q1 BARS


2 SETS OF

SHOWN IN SECTION


13 950

250 250 150150

ELEVATION

PLAN

1 000mm8006004002000

100200

1 000mm8006004002000

100200

20

VIEW 1

-

300300

535

270

600

300

VOID







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

� OF PLANK

TYPE USED




50 50500

SECTION 2

-


Q1

Q2

110

55


50

50

55

Q3




75

9 SPACES AT 50= 450

75

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


530

530

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

14 880


15m SPAN

PSC PLANK GIRDER

B0311

STANDARD DRAWING No

EDMS No

DS2017/000896DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












20

VIEW 1

-

300300

PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

600

330

600

300

VOID







ROUNDED TO R10



� OF PLANK

50 50500

TYPE USED




SECTION 2

-


Q1

Q2

110

55


50

50

55

75

9 SPACES AT 50= 450

75

Q3




110 110


STRANDS NOT SHOWN

Q1 5-N12-X-50

1-

14 950

SHOWN IN SECTION


LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Q2

200

MIN

200

MIN




5050






Ø300 VOID

Ø300 VOID

Q1 5-N12-X-50 Q1 9-N12-X-150

WITH Q1 BARS


2 SETS OF

Q1 9-N12-X-150Q2 2-N12-L-250

Q1 1-N12-X-250,

46 BUNDLES OF




1

-

1

-

2

-

2

-

250150 250 150

ELEVATION

PLAN

1 000mm8006004002000

100200

1 000mm8006004002000

100200

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


530

530

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

15 880


16m SPAN

PSC PLANK GIRDER

B0312

STANDARD DRAWING No

EDMS No

DS2017/000897DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












VIEW 1

-

300300

330

600

600

300

VOID







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

� OF PLANK

20

TYPE USED




50 50500

SECTION 2

-


Q1

Q2

110

55


75

9 SPACES AT 50= 450

75

Q3




50

50

50

55

110

STRANDS NOT SHOWN

15 950

110

Q1 5-N12-X-50

1-

Q2

WITH Q1 BARS


2 SETS OF

Q1 5-N12-X-50

Q2 2-N12-L-250

Q1 1-N12-X-250,

50 BUNDLES OF

200

MIN

200

MIN




5050






1

-

2

-

1

-

2

-

Ø300 VOID

Ø300 VOID


SPACED AS SHOWN IN SECTION

Q3 4-N20-S STAGGER IN PLAN

Q1 9-12-X-150



PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANKLAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Q1 9-12-X-150

250250150 150

ELEVATION

PLAN

0 200 400 600 800

200 100

1 000mm

0 200 400 600 800

200 100

1 000mm

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


630

630

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

15 000


17m SPAN

PSC PLANK GIRDER

B0313

STANDARD DRAWING No

EDMS No

DS2027/000898DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












20

VIEW 1

-

300300

700

300

VOID

350

600







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

� OF PLANK

50 50500

TYPE USED




SECTION 2

-

Q1

Q2

110

55


75

9 SPACES AT 50= 450

75

Q3


50

50

55




110


STRANDS NOT SHOWN

Q1 5-N12-X-50

16 950

1101-

Q2

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF

Q1 5-N12-X-50

200

MIN

200

MIN




50 50








1

-

2

-

1

-

2

-

Ø300 VOID

Ø300 VOID

Q1 9-N12-X-150




Q1 9-N12-X-150

WITH Q1 BARS


2 SETS OF

Q2 2-N12-L-250

Q1 1-N12-X-250,

54 BUNDLES OF

ELEVATION

PLAN250 250150 150

1 000mm8006004002000

100200

1 000mm8006004002000

100200

DESIGN ASSUMPTIONS

GENERAL NOTES

SCALE OR AS SHOWN



DECK: 180mm.


300mm2001000

50100

S X


630

630

460

460

430

WITH AS 5100.5.13.


RIGHT ANGLE.







450

15 000


18m SPAN

PSC PLANK GIRDER

B0314

STANDARD DRAWING No

EDMS No

DS2017/000899DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

EACH END.















BE 138 kN.



FORCE OF 184 kN.












VIEW 1

-

300300

700

350

600

300

VOID







ROUNDED TO R10



PLANK TYPE ...

ON OUTER EDGE OF

RECESS NOT REQUIRED

TYPE USED




50 50

20

500

SECTION 2

-

Q1

Q2

110

55


75

9 SPACES AT 50= 450

75

Q3

24/�12.7mm STRANDS OF 2 000mm AT EACH END



50

50

50

55

� OF PLANK

110


STRANDS NOT SHOWN

Q1 5-N12-X-50

17 950

1101-

Q1 5-N12-X-50

Q2

Q2 2-N12-L-250

Q1 1-N12-X-250,

58 BUNDLES OF

200

MIN

200

MIN




50 50



Ø300 VOID

Ø300 VOID

Q1 9-N12-X-150 Q1 9-N12-X-150



PLANK TYPE A - FIRST THREE PAIRS OF Q2 BARS ARE REQUIRED AT EACH END OF PLANKPLANK TYPE C - ... REQUIRED



1

-

1

-

2

-

2

-

LAPPED WITH Q1 BARS

Q2 11-N12-L-150

2 SETS OF



WITH Q1 BARS


2 SETS OF

ELEVATION

PLAN250250 150150

1 000mm8006004002000

100200

1 000mm8006004002000

100200

PLAN

CONCRETE

PLAN

250150130 ( 70)

( 250)

600

50050

20

50

95

300300

95

REINFORCEMENT

100100 115

Q1

Q2

150160160

50

200 NOM

1

-

1

-

VIEW 1

-

SECTION 2

-

-

2

2

-

DENOTES BARS PLACED NORMAL TO PLANK � AT COMPOSITE ENDS

DENOTES DIMENSION FOR 7m TO 8m SPAN PSC PLANKS

THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PSC PLANK LENGTH

BAR MARK 'L' SHALL BE REPLACED WITH 'A' FOR 7m TO 8m SPAN PSC PLANK LENGTHS

LONGITUDINAL REINFORCEMENT AND PRESTRESSING STRANDS NOT SHOWN

BAR SPACING IS GIVEN ALONG � OF PLANK

Q1 2-N12-L-130 PARALLEL TO SKEW

Q2 1-N12-X-130 NORMAL TO PLANK �,

2 BUNDLES OF

NORMAL TO PLANK �

Q1 2-N12-L-250

Q2 1-N12-X-250,

'X' BUNDLES OF

REINFORCEMENT

TO SUIT GEOMETRY AND ANCHORAGE OF STRANDS AND

DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER� OF BEARING

� OF PLANK

TO SKEW

Q1 2-N12-L PARALLEL

Q3 1-N12-X SPLAYED,

1 BUNDLE OF

PARALLEL TO SKEW

Q5 1-N12-X, Q1 2-N12-L

1 BUNDLE OF

Q1 2-N12-L PARALLEL TO SKEW

Q4 1-N12-X SPLAYED,

1 BUNDLE OF

NORMAL TO PLANK �

Q1 2-N12-L-150 ( 250)

Q2 1-N12-X-150 ( 250),

5 BUNDLES OF

STRANDS

PRESTRESSING

LONGITUDINAL REINFORCEMENT

ACHIEVE NOMINAL COVER

TRIM FIRST 'X' BAR TO

AT COMPOSITE ENDS ONLY

Q1 3-N12-L-110 TIED TO Q2



PARALLEL TO SKEW

Q5 5-N12-X-55 ( 70)

OR ROUNDED TO R10

BE CHAMFERED 10 x 10

BOTTOM EDGES SHALL

TO SUIT BEARING TYPE USED

BEARING PAD. SIZE OF RECESS

5 DEEP RECESS FOR ELASTOMERIC

� OF PLANK

VOID

1° - 20°

RANGE

SKEW ANGLE

160160

PLANKS ONLY

9 - 18m SPAN

PLANKS ONLY

7m TO 8m SPAN

GENERAL NOTES

DESIGN LOADING: SM1600

DENOTES AS APPLICABLE TO RELEVANT SPAN LENGTHS.

IN CONJUNCTION WITH RELEVANT SPAN LENGTH PSC PLANK STANDARD DRAWINGS.

THESE DETAILS APPLY TO PSC PLANKS WITH SKEWED ENDS AND SHALL BE READ

SCALE STANDARD BAR SHAPES DIAGRAM

XSLA

H H

L

H

430

H

480

480

75150

0 150 300 450mm

WITH AS 5100.5.


RIGHT ANGLE.




ARE NORMAL TO THE PLANK �.

THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS





SKEW 1-20

PSC PLANK GIRDER

B0315

STANDARD DRAWING No

EDMS No

DS2017/000900DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

PLAN

CONCRETE

100100100

PARALLEL TO SKEW

Q6 5-N12-X-60



55




600 OR ROUNDED TO R10


BOTTOM EDGES SHALL

50050

20

50

300300

95




Q1

Q2

95

130250

VOID

150



PARALLEL TO SKEW

Q6 1-N12-X, Q1 2-N12-L

1 BUNDLE OF

TO SKEW

Q1 2-N12-L PARALLEL

Q4 1-N12-X SPLAYED,

1 BUNDLE OF

TO SKEW

Q1 2-N12-L PARALLEL

Q3 1-N12-X SPLAYED,

1 BUNDLE OF


Q5 1-N12-X SPLAYED,

1 BUNDLE OF


Q2 1-N12-X-150 NORMAL TO PLANK ,

4 BUNDLES OF

PLAN

REINFORCEMENT

4 SPACES AT 160 = 640

200 NOM

REINFORCEMENT


DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER

ï»¿>20î€€

SKEW ANGLE RANGE

STRANDS

PRESTRESSING

1

-

1

-

VIEW 1

-

SECTION 2

-

2

-

2

-

¶ OF PLANK

OF PLANK¶

¶ OF BEARING

¶NORMAL TO PLANK

Q1 2-N12-L-150

Q2 1-N12-X-150,

2 BUNDLES OF

¶NORMAL TO PLANK

Q1 2-N12-L-250

Q2 1-N12-X-250,

'X' BUNDLES OF

¶

¶

¶

DENOTES BARS PLACED NORMAL TO PLANK AT COMPOSITE ENDS

DENOTES DIMENSION FOR 7m TO 8m SPAN PSC PLANKS




BAR SPACING IS GIVEN ALONG OF PLANK

160160

ALL BENDS SHALL BE FITMENT BENDS IN ACCORDANCE WITH AS 5100.5.

THE INCLUDED ANGLE OF ANY BEND SHALL BE A RIGHT ANGLE.



TO THE PLANK ¶.

THE TRANSVERSE DIMENSIONS SHOWN FOR "X" BARS ARE NORMAL

FROM THE OUTSIDE FACES OF THE BARS AND ARE IN MILLIMETRES.

DIMENSIONS SHOWN ON BAR SHAPES DIAGRAM ARE MEASURED

PLANKS ONLY

7m TO 8m SPAN

PLANKS ONLY

9m TO 18m SPAN

GENERAL NOTES






SCALE 75150

0 150 300 450mm


XSLA

H H

L

H

430

H

480

480


SKEW 21-30

PSC PLANK GIRDER

B0316

STANDARD DRAWING No

EDMS No

DS2017/000901DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018




BOTTOM EDGES SHALL

50050

20

50

300300

95




Q1

Q2

PLAN

OF PLANK

60

PARALLEL TO SKEW

Q8 5-N12-X-65 120

CONCRETE

VOID

NORMAL TO PLANK ¶

Q1 2-N12-L-250

Q2 1-N12-X-250,

'X' BUNDLES OF

6 SPACES AT 160 = 960

6 SPACES AT 100 = 600

PARALLEL TO SKEW



PARALLEL TO SKEW




Q7 1-N12-X SPLAYED,

1 BUNDLE OFQ1 2-N12-L PARALLEL TO SKEW

Q6 1-N12-X SPLAYED,

1 BUNDLE OF


Q5 1-N12-X SPLAYED,

1 BUNDLE OF


Q4 1-N12-X SPLAYED,

1 BUNDLE OF


Q3 1-N12-X SPLAYED,

1 BUNDLE OF



250

150

PLAN

REINFORCEMENT

250 NOM

REINFORCEMENT



PARALLEL TO SKEW

Q8 1-N12-X, Q1 2-N12-L

1 BUNDLE OF

ï»¿>30î€€

SKEW ANGLE RANGE

PRESTRESSING STRANDS

2

-

2

-

1

-

1

-

95

VIEW 1

-

SECTION 2

-

¶ OF PLANK

¶

OF BEARING¶


Q1 1-N12-L-150 NORMAL TO PLANK ,

Q2 1-N12-X-150 NORMAL TO PLANK ,

2 BUNDLES OF

¶

¶

NORMAL TO PLANK

Q1 2-N12-L-150

Q2 1-N12-X-150,

3 BUNDLES OF

¶

¶






¶

160160





TO THE PLANK ¶.




PLANKS ONLY

7m TO 8m SPAN

PLANKS ONLY

9m TO 18m SPAN

GENERAL NOTES





SCALE


XSLA

H H

L430

H

480

480

H

75150

0 150 300 450mm


SKEW 31-40

PSC PLANK GIRDER

B0317

STANDARD DRAWING No

EDMS No

DS2017/000902DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018




BOTTOM EDGES SHALL

50050

20

50

300300

95




Q1

Q2

PLAN

CONCRETE

OF PLANK

250

VOID

150

130

Q1 2-N12 PARALLEL TO SKEW

Q9 1-N12-X SPLAYED,

1 BUNDLE OF

60

7 SPACES AT 100 = 700



7 SPACES AT 160 = 1 120

TO SKEW

Q1 2-N12 PARALLEL

Q6 1-N12-X SPLAYED,

1 BUNDLE OF


Q3 1-N12-X SPLAYED,

1 BUNDLE OF

TO SKEW

Q1 2-N12 PARALLEL

Q8 1-N12-X SPLAYED,

1 BUNDLE OFQ1 2-N12 PARALLEL TO SKEW

Q5 1-N12-X SPLAYED,

1 BUNDLE OF


Q4 1-N12-X SPLAYED,

1 BUNDLE OF

PARALLEL TO SKEW


Q1 3-N12-L-120 TIED TO Q10

PARALLEL TO SKEW

Q10 5-N12-X-60

PARALLEL TO SKEW


Q1 3-N12-L-120 TIED TO Q10


Q7 1-N12-X SPLAYED,

1 BUNDLE OF

PLAN

REINFORCEMENT

REINFORCEMENT PAST THE FRONT FACE OF THE BEARING


DENOTES DIMENSION TO BE DETERMINED BY THE DESIGNER300 NOM

PARALLEL TO SKEW

Q10 1-N12-X, Q1 2-N12

1 BUNDLE OF

ï»¿>40î€€

SKEW ANGLE RANGE


2

-

2

-

1

-

1

-

95

VIEW 1

-

SECTION 2

-

¶ OF PLANK

OF BEARING¶

¶

NORMAL TO PLANK

Q1 2-N12-L-250

Q2 1-N12-X-250,

'X' BUNDLES OF

¶

NORMAL TO PLANK

Q1 2-N12-L-150

Q2 1-N12-X-150,

4 BUNDLES OF

¶

¶






¶160160





TO THE PLANK ¶.




PLANKS ONLY

7m TO 8m SPAN

PLANKS ONLY

9m TO 18m SPAN

GENERAL NOTES

DESIGN LOADING: SM 1600.

DENOTES AS APPLICABLE TO RELVANT SPAN LENGTHS.



SCALE 75150

0 150 300 450mm


XSLA

H H

L430

H

480

480

H


SKEW 41-50

PSC PLANK GIRDER

B0318

STANDARD DRAWING No

EDMS No

DS2017/000903DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

PLAN

CONCRETE

OF PLANK

85

VOID

11 SPACES AT 160 = 1 760

12 SPACES AT 100 = 1 200




BOTTOM EDGES SHALL

50050

20

50

300300

95




Q1

Q2

Q1 2-N12-L NORMAL TO PLANK

Q3 1-N12-X SPLAYED,

1 BUNDLE OF

130


Q5 1-N12-X SPLAYED,

1 BUNDLE OF


Q4 1-N12-X SPLAYED,

1 BUNDLE OF


Q6 1-N12-X SPLAYED,

1 BUNDLE OF


Q7 1-N12-X SPLAYED,

1 BUNDLE OF



PARALLEL TO SKEW


Q1 3-N12-L-200 TIED TO Q14

PARALLEL TO SKEW

Q15 5-N12-X-100


Q13 1-N12-X SPLAYED,

1 BUNDLE OF



1 BUNDLE OF



1 BUNDLE OF



1 BUNDLE OF


Q1 1-N12-L SPLAYED,

1 BUNDLE OF Q9 1-N12-X SPLAYED,


Q1 1-N12-L SPLAYED,

1 BUNDLE OF Q8 1-N12-X SPLAYED,

PARALLEL TO SKEW


Q1 3-N12-L-200 TIED TO Q14

PLAN

REINFORCEMENT

350 NOM

REINFORCEMENT




THE NUMBER OF BUNDLES 'X' IS DEPENDANT ON THE PLANK LENGTH




PARALLEL TO SKEW

Q14 1-N12-X, Q1 2-N12-L

1 BUNDLE OF

ï»¿>50î€€

SKEW ANGLE RANGE


2

-

2

-

1

-

1

-

95

VIEW 1

-

SECTION 2

-

¶ OF PLANK

OF BEARING¶

¶

¶

NORMAL TO PLANK

Q1 2-N12-L-250

Q2 1-N12-X-250,

'X' BUNDLES OF

¶

¶

¶

¶

¶

¶

¶

160160

PLANKS ONLY

7m TO 8m SPAN

PLANKS ONLY

9M TO 18m SPAN

GENERAL NOTES





SCALE 75150

0 150 300 450mm


XSLA





TO THE PLANK ¶.




H H

L430

H H

480

480


SKEW 51-60

PSC PLANK GIRDER

B0319

STANDARD DRAWING No

EDMS No

DS2017/000904DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

DEC 2018

[email protected]

DRAWING TO:


W.Ariyaratne

21.12.2018

DESIGN ASSUMPTIONS

GENERAL NOTES


DEBONDED LINK SLAB DETAILS

PSC PLANK GIRDER

B0320

STANDARD DRAWING No

EDMS No

DS2017/000905DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

300mm2001000

50100

DEC 2018

[email protected]

DRAWING TO:


A MINIMUM AGE OF THREE DAYS AND ACHIEVED A COMPRESSIVE STRENGH OF 32MPa.

CONCRETE IN THE LINK SLAB SHALL BE PLACED AFTER MIDSPAN CONCRETE HAS REACHED

EDGING TOOLS MUST NOT BE USED AT DECK CONSTRUCTION JOINTS.

IN THE HOG OF PLANKS AND THE VERTICAL ALIGNMENT.

DECK THICKNESS SHALL BE INCREASED WHERE REQUIRED TO ALLOW FOR VARIATION

FIBRE BOARD, SHALL BE 200mm.

THE MINIMUM THICKNESS OF LINK SLABS, INCLUDING BITUMEN IMPREGNATED

SCALE OR AS SHOWN.

TWO WAY CROSS FALL.

MAXIMUM GAP BETWEEN ADJACENT PLANKS: 320mm.

MAXIMUM SKEW ANGLE: 45°.

THE REQUIRED COVER SPECIFIED IS BASED ON WET CURING IN ACCORDANCE WITH AS 5100.5.

REINFORCEMENT GRADE D500N TO AS/NZS 4671.

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE IN THE DECK: 40MPa.

CONCRETE EXPOSURE CLASSIFICATION: B1.

W.Ariyaratne

21.12.2018

PSC PLANK

100

LONGITUDINAL SECTION

10 MIN GAP

20 MAX GAP

320 MAXIMUM GAP

BETWEEN PLANKS

40 TYP

DETAIL A

-

1

-

1

-7575

10050

190 MIN190 MIN

1 300

560 LAP

500 TYP

DEBONDED ZONE

200

45 C

OV

ER

GAP

40 NOM

SLOPE OF PLANK SOFFIT - TYP

DOWELS INSTALLED TO MATCH THE

BOTTOM ATTACHMENT PLATE WITH

BITUMEN IMPREGNATED FIBRE BOARD

EXCLUDES THE THICKNESS OF THE

DENOTES COVER DIMENSION SHOWN

BRIDGE CONTROL LINE

DENOTES DIMENSION MEASURED ALONG

REINFORCEMENT

BEARING AND ANCHORAGE OF

DENOTES DIMENSION TO SUIT SIZESECTION TAKEN PARALLEL TO BRIDGE CONTROL LINE

SEATING ON PLANKS

OF 30 AND A MAXIMUM OF 40

PLACED TO ENSURE A MINIMUM

FIBRE CEMENT SHEET SHALL BE

CEMENT MORTAR PAD - TYP

� OF BEARING � OF BEARING

CJ CJ

MINIMUM N16-V-150

BY THE DESIGNER

TO BE DETERMINED

FROM PLANK - TYP

REINFORCEMENT PROJECTING

N16-S-150

45 COVER

N16-V-150

N16-S-75

N16-V-150

IMPREGNATED FIBRE BOARD

NOMINAL 10 THICK BITUMEN

MINIMUM N16-V-150

BY THE DESIGNER

TO BE DETERMINED

SEE GENERAL NOTES

DECK THICKNESS

N16-V-150

FORMWORK - TYPPSC PLANK

� OF PIER

PSC PLANK PSC PLANK

DECK CONCRETE AND REINFORCEMENT NOT SHOWN

50

TYP

45 COVER

SECTION 1

-

A

-

600

1 000mm8006004002000

100200

CONSTRUCTION ADHESIVE

FIXED IN PLACE USING FLEXIBLE

FORMWORK SHEETING (TYP) TO BE

18 THICK FIBRE CEMENT

N16-S-75EF

N16-V-150GAP

320 MAX

MAX GAP

320

SECTION 1

-

A

-

600

1 000mm8006004002000

100200

CONSTRUCTION ADHESIVE

FIXED IN PLACE USING FLEXIBLE

FORMWORK SHEETING (TYP) TO BE

18 THICK FIBRE CEMENT

N16-S-75EF

N16-V-150GAP

320 MAX

MAX GAP

320

B0301 - PSC Plank Girder full set - rms.nsw.gov.au · psc plank girder b0301 standard drawing no...

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Transcript of B0301 - PSC Plank Girder full set - rms.nsw.gov.au · psc plank girder b0301 standard drawing no...