MNL-133-11 1st Edition, First Printing, 1997 2nd Edition, First Printing, 2003
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
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AASHTO Solid and Voided Slab Beams
Dimension (inches) Type L H L1 L2 No. of Voids D1 D214
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-36Type 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
PropertiesH 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/ ft34.56
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 mm799 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 mm908 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 6,935,000Area 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 ea18.06 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 ea36.00 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