2011PCIBridgeManual-Appendix B & C

8/10/2019 2011PCIBridgeManual-Appendix B & C

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BRIDGEDESIGNMANUAL3rd Edition, First Release, November 2011

MNL-133-

1st Edition, First Printing, 199

2nd Edition, First Printing, 200

Version Compressed for ePub


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PCI BRIDGE DESIGN MANUAL_____________________________________________________________________________APPENDIX B

AASHTO/ PCI STANDARD PRODUCTS

Appendix B - 1 (Nov 11)

AASHTO Solid and Voided Slab Beams ............................................................................................................................................. .............. 3

AASHTO Box Beams ................................................................................................................................................................................................ 5

AASHTO I-Beams ...................................................................................................................................................................................................... 7

AASHTO-PCI Bulb-Tees ......................................................................................................................................................................................... 9

Deck Bulb-Tees .............................................................................................................................................................. ......................................... 11

Double Tee Beams ................................................................................................................................................................................................ 13

AASHTO-PCI-ASBI Standard Segment For Span-By-Span Construction....................................................................................... 15

AASHTO-PCI-ASBI Standard Segment For Balanced Cantilever Construction .......................................................................... 17


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AASHTO Soli d and Voided Slab Beams

Dimension (inches)

Type L H L1 L2 No. of Voids D1 D2

SI-36 36 12 - - 0 - -

SII-36 36 15 10.5 7.5 2 8 -

SIII-36 36 18 10.5 7.5 2 10 -

SIV-36 36 21 10 8 2 12 -

SI-48 48 12 - - 0 - -

SII-48 48 15 10 14 3 8 8

SIII-48 48 18 9.5 14.5 3 10 10

SIV-48 48 21 10 14 3 12 10

Properties

Type Area

in.2

ybottom

in.

Inertia

in.4

Weight

ki ft

SI-36 432 6 5,184 0.45

SII-36 439 7.5 9,725 0.457

SIII-36 491 9 16,514 0.511

SIV-36 530 10.5 25,747 0.552

SI-48 576 6 6,912 0.6

SII-48 569 7.5 12,897 0.593

SIII-48 628 9 21,855 0.654

SIV-48 703 10.5 34,517 0.732


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AASHTO Soli d and Voided Slab Beams


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AASHTO Box Beam s

Dimensions:

Type W H

BI-36 36 27

BI-48 48 27

BII-36 36 33

BII-48 48 33

BIII-36 36 39

BIII-48 48 39

BIV-36 36 42

BIV-48 48 42

Properties:

Type

Area

in.2ybottom

in.

Inertia

in.4

Weight

kip/ft

BI-36 560.5 13.35 50,334 0.584BI-48 692.5 13.37 65,941 0.721

BII-36 620.5 16.29 85,153 0.646

BII-48 752.5 16.33 110,499 0.784

BIII-36 680.5 19.25 131,145 0.709

BIII-48 812.5 19.29 168,367 0.846

BIV-36 710.5 20.73 158,644 0.74

BIV-48 842.5 20.78 203,088 0.878


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AASHTO Box Beams


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AASHTO I-Beam s

Dimensions (inches)

Type D1 D2 D3 D4 D5 D6 B1 B2 B3 B4 B5 B6

I 28 4 0 3 5 5 12 16 6 3 0 5

II 36 6 0 3 6 6 12 18 6 3 0 6

III 45 7 0 4.5 7.5 7 16 22 7 4.5 0 7.5

IV 54 8 0 6 9 8 20 26 8 6 0 9

V 63 5 3 4 10 8 42 28 8 4 13 10VI 72 5 3 4 10 8 42 28 8 4 13 10

Properties:

Type

Area

in.2

ybottom

in.

Inertia

in.4

Weight

kip/ft

I 276 12.59 22,750 0.287

II 369 15.83 50,980 0.384

III 560 20.27 125,390 0.583

IV 789 24.73 260,730 0.822

V 1,013 31.96 521,180 1.055

VI 1,085 36.38 733,320 1.13


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AASHTO I-Beam s


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AASHTO-PCI Bul b-Tees

Properties

Type

H

in.

Hw

in.

Area

in.2

Inertia

in.4

ybottom

in.

Weight

kip/ft

BT-54 54 36 659 268,077 27.63 0.686

BT-63 63 45 713 392,638 32.12 0.743

BT-72 72 54 767 545,894 36.6 0.799


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AASHTO-PCI Bul b-Tees


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Deck Bulb-Tees

Dimensions and Properties

H

in.

Hw

in.

W

in.

Area

in.2

Inertia

in.4

ybottom

in.

Weight

kip/ft

35 15

48 677 101,540 21.12 0.75

72 823 116,071 23.04 0.91

96 967 126,353 24.37 1.07

53 33

48 785 294,350 31.71 0.87

72 931 335,679 34.56 1.03

96 1,075 365,827 36.63 1.19

65 45

48 857 490,755 38.55 0.95

72 1,003 559,367 41.95 1.11

96 1,147 610,435 44.46 1.27


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Deck Bul b-Tees


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Doubl e Tee Beams

Light Sections

W

ft

H

in.

T

in.

A

in.

C

n.

E

in.

Area

in.2

Inertia

in.4

ybottom

in.

Weight

kip/ft

5 27 5 4.5 8 36 575 33,740 18.6 0.599

6 23 5 4.5 6.5 36 558 21,366 16.61 0.582

6 27 5 4.5 8 36 635 35,758 19.15 0.662

8 27 5 3.75 5.75 48 689 32,888 20.64 0.718

8 35 5 3.75 6.5 48 787 72,421 26.2 0.82

Heavy Sections

W

ft

H

in.

T

in.

A

in.

C

in.

E

in.

Area

in.2

Inertia

in.4

ybottom

in.

Weight

kip/ft

5 36 6 6 8 30 780 90,286 23.69 0.812

6 35 5 6 9.75 48 840 90,164 23.3 0.876

7 35 5 6 9.75 48 900 95,028 23.91 0.938

8 35 5 6 9.75 48 960 99,299 24.45 1.001

6 27 5 7 9.75 48 731 45,084 18.09 0.761

7 27 5 7 9.75 48 791 47,486 18.58 0.824

8 27 5 7 9.75 48 851 49,566 19 0.886

6 21 5 7.75 9.75 48 644 22,720 14.11 0.671

7 21 5 7.75 9.75 48 704 23,903 14.48 0.733

8 21 5 7.75 9.75 48 764 24,920 14.8 0.796

.


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Doubl e Tee Beams

Light Sections

Heavy Sections


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AASHTO-P

CI-ASBIStandar

dSegmen

tForS

pan-By-Span

Cons

truc

tion

Yt

mm

799

790

781

772

763

755

747

739

731

723

716

Ix m4

2.9

67

2.9

99

3.0

30

3.0

60

3.0

89

3.1

18

3.1

45

3.1

72

3.1

99

3.2

25

3.2

50

Wt/

3,0

00mm

kN

360

365

370

375

380

385

390

394

399

404

409

Area

mm

2

4,9

16

,000

4,9

84

,000

5,0

51

,000

5,1

19

,000

5,1

86

,000

5,2

54

,000

5,3

21

,000

5,3

89

,000

5,4

56

,000

5,5

24

,000

5,5

91

,000

A

mm 0

150

300

450

600

750

900

1,0

50

1,2

00

1,3

50

1,5

00

DeckWidth

mm

8,4

00

8,7

00

9,0

00

9,3

00

9.6

00

9,9

00

10

,200

10

,500

10

,800

11

,000

11

,400


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AASHTO-P

CI-ASBIStandar

dSegmen

tForS

pan-By-Span

Cons

truc

tion

Yt

mm

776

Ix m4

3

.685

3

.715

3

.744

3

.772

3

.800

3

.827

3

.854

3

.880

3

.906

3

.931

Wt/

3,0

00mm

kN

443

448

453

458

463

468

472

477

482

487

Area

mm

2

6,050

,000

6,117

,000

6,185

,000

6,252

,000

6,320

,000

6,387

,000

6,455

,000

6,522

,000

6,590

,000

6,657

,000

A

mm 0

150

300

450

600

750

900

1,0

50

1,2

00

1,3

50

DeckWidth

mm

11

,800

11

,100

11

,400

11

,700

12

,000

12

,300

12

,600

12

,900

13

,200

13

,500


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AASHTO-P

CI-ASBIStan

dard

Segmen

tForB

alance

dCan

tileverC

ons

truc

tion

Yt

mm

908

898

888

878

869

859

850

841

833

824

816

Ix m4

4.0

64

4.1

07

4.1

48

4.1

88

4.2

28

4.2

66

4.3

04

4.3

40

4.3

76

4.4

11

4.4

45

Wt/

3,0

00mm

kN

379

384

389

394

399

404

409

404

419

423

428

Area

mm

2

5,1

77

,000

5,2

45

,000

5,3

12

,000

5,

380,

000

5,

447,

000

5,

515,

000

5,

582,

000

5,

650,

000

5,

717,

000

5,

785,

000

5,

852,

000

A

mm0

150

300

450

600

750

900

1,0

50

1,2

00

1,3

50

1,5

00

DeckWidth

mm

8,4

00

8,7

00

9,0

00

9,3

00

9.6

00

9,9

00

10

,200

10

,500

10

,800

11

,000

11

,400


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AASHTO-P

CI-ASBIStan

dar

dSegmen

tForB

alance

dCan

tileverC

ons

truc

tion

Yt

mm

882

874

866

858

851

843

836

829

821

815

Ix m4

5.0

45

5.0

85

5.1

24

5.1

62

5.1

99

5.2

36

5.2

72

5.3

07

5.3

42

5.3

76

Wt/

3,0

00mm

kN

463

468

473

478

483

488

493

498

503

508

Area

mm

2

6,3

27

,000

6,3

95

,000

6,4

62

,000

6,5

30

,000

6,5

97

,000

6,6

65

,000

6,7

32

,000

6,8

00

,000

6,8

67

,000

6,9

35

,000

A

mm0

150

300

450

600

750

900

1,0

50

1,2

00

1,3

50

DeckWidth

mm

10

,800

11

,100

11

,400

11

,700

12

,000

12

,300

12

,600

12

,900

13

,200

13

,500


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PCI BRIDGE DESIGN MANUAL_____________________________________________________________________________APPENDIX C

PCI REGIONAL PRODUCTSTable of Contents

Appendix C - 1 (Nov 11)

NEXT D BEAMS ............................................................................................................................................................................ .. Appendix C - 3

NEXT F BEAMS .............................................................................................................................................................................. Appendix C - 4

PCI Zone 6 (SE Region) Spliced U-Girders ........................................................................................................................ Appendix C - 5


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PCI REGIONAL PRODUCTSNext D Beams



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PCI REGIONAL PRODUCTSNext D Beams


NEXT D BEAMS

Beam

Designation

Beam

Width

Inches

Beam

Depth

Inches

Base

Stem

Width

Inches

Area

IN2I

IN4Yb

Inches

Yt

Inches

St

IN3Sb

IN3Weight

PLF

A B C D E

Minimum Width Beams

Next 40 D 96.00 40.00 13.00 1666 238059 25.47 14.54 16378 9348 1735

Next 36 D 96.00 36.00 13.25 1562 176674 23.03 12.97 13624 7671 1627

Next 32 D 96.00 32.00 13.50 1455 126111 20.57 11.43 11033 6131 1516

Next 28 D 96.00 28.00 13.75 1346 85651 18.06 9.94 8620 4742 1402

Maximum Width Beams

Next 40 D 120.00 40.00 13.00 1858 258171 26.55 13.45 19201 9722 1935

Next 36 D 120.00 36.00 13.25 1754 191453 24.01 11.99 15973 7973 1827

Next 32 D 120.00 32.00 13.50 1647 136502 21.44 10.57 12920 6368 1716

Next 28 D 120.00 28.00 13.75 1538 92597 18.80 9.20 10069 4924 1602

DIMENSION A (MAXIMUM 10-0) FOR 10-8 BEAM SPACING


A/2 A/2

8

1-31-3

B R=4 (TYP)

CHAMFER (TYP)C C

5-0

Yb

Yt

C.G.

12

DECK FINISH

0.375


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AASHTO/PCI REGIONAL PRODUCTSNext F Beams


NEXT F BEAMS

Beam

Designation

Beam

Width

Inches

Beam

Depth

Inches

Base

Stem

Width

Inches

Area

IN2I

IN4Yb

Inches

Yt

Inches

St

IN3Sb

IN3Weight

PLF

A B C D E

Minimum Width Beams

Next 36 F 95.50 36.00 13.00 1287 160240 21.77 14.23 11261 7361 1341

Next 32 F 95.50 32.00 13.25 1182 115813 19.51 12.49 9272 5936 1231

Next 28 F 95.50 28.00 13.50 1075 79901 17.24 10.76 7426 4635 1120

Next 24 F 95.50 24.00 13.75 966 51823 14.95 9.05 5726 3466 1006

Maximum Width Beams

Next 36 F 143.50 36.00 13.00 1479 185525 23.36 12.64 14678 7942 1541

Next 32 F 143.50 32.00 13.25 1374 134258 20.98 11.02 12183 6399 1431

Next 28 F 143.50 28.00 13.50 1267 92661 18.57 9.43 9826 4990 1320

Next 24 F 143.50 24.00 13.75 1158 60045 16.12 7.88 7620 3725 1206


DIMENSION A (MAXIMUM 7-11)) FOR 8-0 BEAM SPACING

A/2 A/2

4

1-31-3

B R=4 (TYP)

CHAMFER (TYP)C C

5-0

Yb

Yt

C.G.

12

RAKEFINISH

0.375

DRAFT ON EDGE


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AASHTO/PCI REGIONAL PRODUCTSPCI Zone 6 (SE Region) Spliced U-Girders


PCI Zone 6 (SE Region) Spliced U-Girders


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2011PCIBridgeManual-Appendix B & C

Documents

Transcript of 2011PCIBridgeManual-Appendix B & C