MNL-133-11 1st Edition, First Printing, 1997 2nd Edition, First Printing, 2003

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  RIDGE ESIGN ANUAL B D M 3rd Edition, First Release, November 2011

  Version Compressed for ePub

  1st Edition, First Printing, 1997 2nd Edition, First Printing, 2003

  

  This page intentionally left blank

  

AASHTO Solid and Voided Slab Beams

Dimension (inches) Type L H L1 L2 No. of Voids D1 D2

  14

  18

  9.5

  14.5

  3

  10

  10 SIV-48

  48

  21

  10

  3

  8 SIII-48

  12

  10 Properties Type

  Area in.

  2

  y

  bottom in.

  Inertia in.

  kip/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

  48

  8

  SI-36

  7.5

  36 12 - - - - SII-36

  36

  15

  10.5

  7.5

  2 8 - SIII-36

  36

  18

  10.5

  2 10 - SIV-36

  3

  36

  21

  10

  8

  2 12 - SI-48

  48 12 - - - - SII-48

  48

  15

  10

  14

  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

  AASHTO Solid and Voided Slab Beams

  

AASHTO Box Beams

Dimensions: Type W H BI-36

  Type Area in. 2 y bottom in. Iner tia in. 4 Weight kip/ ft

  710.5 20.73 158,644

  BIV-36

  812.5 19.29 168,367 0.846

  BIII-48

  680.5 19.25 131,145 0.709

  BIII-36

  752.5 16.33 110,499 0.784

  BII-48

  620.5 16.29 85,153 0.646

  BII-36

  692.5 13.37 65,941 0.721

  BI-48

  560.5 13.35 50,334 0.584

  BI-36

  42 Properties:

  36

  48

  42 BIV-48

  36

  39 BIV-36

  48

  39 BIII-48

  36

  33 BIII-36

  48

  33 BII-48

  36

  27 BII-36

  48

  27 BI-48

  0.74 BIV-48 842.5 20.78 203,088 0.878

  AASHTO Box Beams

  

AASHTO I-Beams

Dimensions ( inches)

  8

  4

  3

  5

  72

  10 VI

  13

  4

  28

  8

  42

  8

  10

  4

  3

  5

  63

  10

  42

  6

  III

  1,085 36.38 733,320

  VI

  1,013 31.96 521,180 1.055

  V

  789 24.73 260,730 0.822

  IV

  560 20.27 125,390 0.583

  369 15.83 50,980 0.384

  28

  II

  276 12.59 22,750 0.287

  I

  Type Area in. 2 y bottom in. Iner tia in. 4 Weight kip/ ft

  10 Properties:

  13

  4

  8

  9 V

  8

  

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

  6

  6

  6

  3

  6

  36

  5 II

  3

  16

  18

  12

  5

  5

  3

  4

  28

  I

  12

  6

  26

  4.5

  20

  8

  9

  6

  8

  54

  7.5 IV

  7

  3

  22

  16

  7

  7.5

  4.5

  7

  45

  6 III

  1.13

  AASHTO I-Beams

  

AASHTO-PCI Bulb-Tees

Properties

  H H w Area Inertia y bottom Weight

  2

  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

  AASHTO-PCI Bulb-Tees

  

Deck Bulb-Tees

Dimensions and Pr operties H in. H w in. W in. Area in. 2 Iner tia in. 4 y bottom in. Weight kip/ ft

  34.56

  44.46

  1.11 96 1,147 610,435

  41.95

  0.95 72 1,003 559,367

  38.55

  45 48 857 490,755

  65

  1.19

  36.63

  1.03 96 1,075 365,827

  0.87 72 931 335,679

  35

  31.71

  33 48 785 294,350

  53

  1.07

  24.37

  0.91 96 967 126,353

  23.04

  0.75 72 823 116,071

  21.12

  15 48 677 101,540

  1.27

  Deck Bulb-Tees

  

Double Tee Beams

Light Sections W ft H in. T in. A in. C n. E in. Area in. 2 Iner tia in. 4 y bottom in.

  6

  5

  27

  7

  9.75 48 731 45,084 18.09 0.761

  7

  5

  27

  9.75 48 960 99,299 24.45 1.001

  9.75 48 791 47,486 18.58 0.824

  6

  5

  35

  8

  9.75 48 900 95,028 23.91 0.938

  6

  5

  7

  8

  7

  21

  7.75

  5

  21

  8

  9.75 48 704 23,903 14.48 0.733

  7.75

  5

  7

  27

  9.75 48 644 22,720 14.11 0.671

  7.75

  5

  21

  6

  9.75 48 851 49,566 19 0.886

  7

  5

  35

  9.75 48 840 90,164 23.3 0.876

  Weight kip/ ft

  4.5

  8

  8 36 635 35,758 19.15 0.662

  4.5

  5

  27

  6

  6.5 36 558 21,366 16.61 0.582

  5

  5

  23

  6

  8 36 575 33,740 18.6 0.599

  4.5

  5

  27

  5

  27

  3.75

  6

  5

  5

  35

  6

  8 30 780 90,286 23.69 0.812

  6

  6

  36

  Weight kip/ ft

  5.75 48 689 32,888 20.64 0.718

  W ft H in. T in. A in. C in. E in. Area in. 2 Iner tia in. 4 y bottom in.

  0.82 Heavy Sections

  26.2

  6.5 48 787 72,421

  3.75

  5

  35

  8

  9.75 48 764 24,920 14.8 0.796 .

  Double Tee Beams Light Sections

  Heavy Sections

  DESIGN M ANUA L_________ __________ _________ ___ ________ _____ ________ _______ __ ___ _____________

  A P P E N D

  I X B A A S H T O / P C

  I S T A N D A R D P R O D U C T S

  App en dix B -

  15 (Nov 11)

  

AASHTO-PCI -ASBI Standar d Segment For Span-By-Span Constr uction

Y t mm

  799 790 781 772 763 755 747 739 731 723 716 I x m

  4 2.967 2.999 3.030 3.060 3.089 3.118 3.145 3.172 3.199 3.225 3.250 W t /3,000 mm kN 360

  365 370 375 380 385 390 394 399 404 409

  Area mm

  2 4,916,000 4,984,000 5,051,000 5,119,000 5,186,000 5,254,000 5,321,000 5,389,000 5,456,000 5,524,000 5,591,000 ‘A’ mm 150 300 450 600 750 900 1,050

  1,200 1,350 1,500 Deck Width mm 8,400

  8,700 9,000 9,300 9.600 9,900 10,200

  10,500 10,800 11,000 11,400

  DESIGN M ANUA L_________ __________ _________ ___ ________ _____ ________ _______ __ ___ _____________

  A P P E N D

  I X B A A S H T O / P C

  I S T A N D A R D P R O D U C T S

  App en dix B -

  16 (Nov 11)

  Y t mm 776 769 762 755 748 741 734 728 722 715

  I x m

  4 3.685 3.715 3.744 3.772 3.800 3.827 3.854 3.880 3.906 3.931

  W t /3,000 mm 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 150 300 450 600 750 900

  1,050 1,200 1,350 Deck Width mm 11,800

  11,100 11,400 11,700 12,000 12,300 12,600 12,900 13,200 13,500

  DESIGN M ANUA L_________ __________ _________ ___ ________ _____ ________ _______ __ ___ _____________

  A P P E N D

  I X B A A S H T O / P C

  I S T A N D A R D P R O D U C T S

  App en dix B -

  17 (Nov 11)

  

AASHTO-PCI -ASBI Standar d Segment For Balanced Cantilever Constr uction

Y t mm

  908 898 888 878 869 859 850 841 833 824 816 I x m

  4 4.064 4.107 4.148 4.188 4.228 4.266 4.304 4.340 4.376 4.411 4.445 W t /3,000 mm kN 379

  384 389 394 399 404 409 404 419 423 428

  Area mm

  2 5,177,000 5,245,000 5,312,000 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’ mm 150 300 450 600 750 900 1,050

  1,200 1,350 1,500 Deck Width mm 8,400

  8,700 9,000 9,300 9.600 9,900 10,200

  10,500 10,800 11,000 11,400

  DESIGN M ANUA L_________ __________ _________ ___ ________ _____ ________ _______ __ ___ _____________

  4 5.045 5.085 5.124 5.162 5.199 5.236 5.272 5.307 5.342 5.376

  1,050 1,200 1,350 Deck Width mm 10,800

  ‘A’ mm 150 300 450 600 750 900

  

2

6,327,000 6,395,000 6,462,000 6,530,000 6,597,000 6,665,000 6,732,000 6,800,000 6,867,000 6,935,000

  Area mm

  /3,000 mm kN 463 468 473 478 483 488 493 498 503 508

  W t

  I x m

  A P P E N D

  874 866 858 851 843 836 829 821 815

  Y t mm 882

  18 (Nov 11)

  App en dix B -

  I S T A N D A R D P R O D U C T S

  I X B A A S H T O / P C

  11,100 11,400 11,700 12,000 12,300 12,600 12,900 13,200 13,500

  

  

NEXT D BEAMS

Beam Designation Beam Width Inches Beam Depth Inches Base Stem Width Inches Ar ea

  18.06 9.94 8620 4742 1402 Maximum Width Beams

  Yt C.G.

  5’-0” Yb

  ¾“ CHAMFER (TYP) C C

  B R=4” (TYP)

  8” 1’-3” 1’-3”

  DIMENSION A (MAXIMUM 8’-0”) FOR 8’-8” BEAM SPACING A/2 A/2

  18.80 9.20 10069 4924 1602 DIMENSION A (MAXIMUM 10’-0”) FOR 10’-8” BEAM SPACING

  28.00 13.75 1538 92597

  32.00 13.50 1647 136502 21.44 10.57 12920 6368 1716 Next 28 D 120.00

  36.00 13.25 1754 191453 24.01 11.99 15973 7973 1827 Next 32 D 120.00

  40.00 13.00 1858 258171 26.55 13.45 19201 9722 1935 Next 36 D 120.00

  Next 40 D 120.00

  28.00 13.75 1346 85651

  IN 2 I

  96.00

  32.00 13.50 1455 126111 20.57 11.43 11033 6131 1516 Next 28 D

  96.00

  36.00 13.25 1562 176674 23.03 12.97 13624 7671 1627 Next 32 D

  96.00

  40.00 13.00 1666 238059 25.47 14.54 16378 9348 1735 Next 36 D

  96.00

  Next 40 D

  A B C D E Minimum Width Beams

  IN 3 Weight PLF

  IN 3 Sb

  IN 4 Yb Inches Yt Inches St

  12 DECK FINISH 0.375

  

NEXT F BEAMS

Beam Designation Beam Width Inches Beam Depth Inches Base Stem Width Inches Ar ea

  36.00 13.00 1479 185525 23.36 12.64 14678 7942 1541 Next 32 F

  12 RAKE FINISH 0.375

  Yb Yt C.G.

  C C 5’-0”

  B R=4” (TYP) ¾“ CHAMFER (TYP)

  4” 1’-3” 1’-3”

  DIMENSION A (MAXIMUM 7’-11½”)) FOR 8’-0” BEAM SPACING A/2 A/2

  16.12 7.88 7620 3725 1206 DIMENSION A (MAXIMUM 11’-11½”) FOR 12’-0” BEAM SPACING

  24.00 13.75 1158 60045

  143.50

  18.57 9.43 9826 4990 1320 Next 24 F

  28.00 13.50 1267 92661

  143.50

  32.00 13.25 1374 134258 20.98 11.02 12183 6399 1431 Next 28 F

  143.50

  Next 36 F 143.50

  IN 2 I

  36.00 13.00 1287 160240 21.77 14.23 11261 7361 1341 Next 32 F

  IN 4 Yb Inches Yt Inches St

  IN 3 Sb

  IN 3 Weight PLF

  A B C D E Minimum Width Beams

  Next 36 F

  95.50

  95.50

  14.95 9.05 5726 3466 1006 Maximum Width Beams

  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

  ¼“ DRAFT ON EDGE

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

  PCI Zone 6 (SE Region) Spliced U-Girders

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