AASHTO BEAMS Standard Dimentions
of 16
-
Upload
jedidestroyer -
Category
Documents
-
view
781 -
download
29
Transcript of AASHTO BEAMS Standard Dimentions
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO Solid and Voided Slab Beams
OCT 97
Dimensions (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 10.0 8.0 2 12 -SI-48 48 12 - - 0 - -SII-48 48 15 10.0 14.0 3 8 8SIII-48 48 18 9.5 14.5 3 10 10SIV-48 48 21 10.0 14.0 3 12 10
Properties
Type Areain.2
ybottomin.
Inertiain.4
Weightkip/ft
Max. Span*ft
SI-36 432 6.0 5,184 0.450 40SII-36 439 7.5 9,725 0.457 47SIII-36 491 9.0 16,514 0.511 52SIV-36 530 10.5 25,747 0.552 57SI-48 576 6.0 6,912 0.600 42SII-48 569 7.5 12,897 0.593 49SIII-48 628 9.0 21,855 0.654 53SIV-48 703 10.5 34,517 0.732 57
*Based on simple span, HS-25 loading and f c = 7,000 psi. See chapter 6 for more information.
Typical Keyway Details Typical Longitudinal Section
L1 L2 L2 L1
L
HCL
D1 D2 D1
15" min.
6"
1/2"
1"
4"
3"
3/8"
3/4"
AASHTO Solid and Voided Slab Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 1
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO Solid and Voided Slab Beams
OCT 97
48"
12"
23 @ 2.25"
23 @ 1.75"
15"
23 @ 2"
18"
23 @ 2.25"
21"
17 @ 2"
36"
12"
15"
17 @ 1.75"
18"
17 @ 2"
21"
17 @ 2.25"
Type SI-48 Type SI-36
Type SII-48 Type SII-36
Type SIII-48 Type SIII-36
Type IV-48 Type IV-36
AASHTO Solid and Voided Slab Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 2
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO Box Beams
OCT 97
Dimensions (inches)Type W H
BI-36 36 27BI-48 48 27BII-36 36 33BII-48 48 33BIII-36 36 39BIII-48 48 39BIV-36 36 42BIV-48 48 42
Properties
Type Areain.2
ybottomin.
Inertiain.4
Weightkip/ft
Max. Span*ft
BI-36 560.5 13.35 50,334 0.584 92BI-48 692.5 13.37 65,941 0.721 92BII-36 620.5 16.29 85,153 0.646 107BII-48 752.5 16.33 110,499 0.784 108BIII-36 680.5 19.25 131,145 0.709 120BIII-48 812.5 19.29 168,367 0.846 125BIV-36 710.5 20.73 158,644 0.740 124BIV-48 842.5 20.78 203,088 0.878 127
*Based on simple span, HS-25 loading and f c = 7,000 psi. See chapter 6 for more information.
Typical Keyway Details Typical Longitudinal Section
1/2"
1"
8"
6"
6"
3/8"
3/4"
18" min.
W
H
5.5"
5"5"
5.5"
3"
3"
AASHTO Box Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 3
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO Box Beams
OCT 97
39"
42"
Type BI-48 Type BI-36
Type BII-48 Type BII-36
Type BIII-48 Type BIII-36
Type BIV-48 Type BIV-36
33"
33"
42"
27"
48"
2" 22 Spac. @ 2" 2"
27"
36"
2" 16 Spac. @ 2" 2"
33"
2"
2" (TYP.)
2" (TYP.)
2" (TYP.)1.75"
AASHTO Box Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 4
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO I-Beams
OCT 97
Dimensions (inches)
Type D1 D2 D3 D4 D5 D6 B1 B2 B3 B4 B5 B6
I 28.0
Type I-IV Type V-VI
4.0 0.0 3.0 5.0 5.0 12.0 16.0 6.0 3.0 0.0 5.0
II 36.0 6.0 0.0 3.0 6.0 6.0 12.0 18.0 6.0 3.0 0.0 6.0
III 45.0 7.0 0.0 4.5 7.5 7.0 16.0 22.0 7.0 4.5 0.0 7.5
IV 54.0 8.0 0.0 6.0 9.0 8.0 20.0 26.0 8.0 6.0 0.0 9.0
V 63.0 5.0 3.0 4.0 10.0 8.0 42.0 28.0 8.0 4.0 13.0 10.0
VI 72.0 5.0 3.0 4.0 10.0 8.0 42.0 28.0 8.0 4.0 13.0 10.0
Properties
Type Areain.2
ybottom
in.Inertia
in.4Weightkip/ft
MaximumSpan,* ft
I 276 12.59 22,750 0.287 48
II 369 15.83 50,980 0.384 70
III 560 20.27 125,390 0.583 100
IV 789 24.73 260,730 0.822 120
V 1,013 31.96 521,180 1.055 145
VI 1,085 36.38 733,320 1.130 167
*Based on simple span, HS-25 loading and f c = 7,000 psi. See chapter 6 for more information.
B2
D1
D5
D6
B3 B4
B6
B1
D4D2
B1
B2
D1
D3
D4
D5
D6
D2
B3 B4 B5
B6
AASHTO I-Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 5
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO I-Beams
OCT 97
28"36"
54"
Type I Type II
Type IV
Type V Type VI
72"63"
45"
Type III
2" (TYP.)
2" (TYP.)
2" (TYP.)
AASHTO I-Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 6
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO-PCI Bulb-Tees
OCT 97
Properties
Type Hin.
Hwin.
Areain.2
Inertiain.4
ybottomin.
Weightkip/ft
MaximumSpan,* ft
BT-54 54 36 659 268,077 27.63 0.686 114
BT-63 63 45 713 392,638 32.12 0.743 130
BT-72 72 54 767 545,894 36.60 0.799 146
*Based on simple span, HS-25 loading and f c = 7,000 psi. See chapter 6 for more information.
2"
2"
3.5"
4.5"
6"
2'- 2"
10" 6"
1'-4"
2"
H
3'- 6"
Hw
AASHTO-PCI Bulb-Tees
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 7
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO-PCI Bulb-Tees
OCT 97
72"
63"
BT-54
BT-63 BT-72
54"
2" (TYP.)
2" (TYP.)
2" (TYP.)
AASHTO-PCI Bulb-Tees
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 8
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSDeck Bulb-Tees
OCT 97
Dimensions and Properties
Hin.
Hwin.
Win.
Areain.2
Inertiain.4
ybottomin.
Weightkip/ft
MaximumSpan*
ft
35 15
48
72
96
677
823
967
101,540
116,071
126,353
21.12
23.04
24.37
0.75
0.91
1.07
100
78
65
53 33
48
72
96
785
931
1,075
294,350
335,679
365,827
31.71
34.56
36.63
0.87
1.03
1.19
145
121
105
65 45
48
72
96
857
1,003
1,147
490,755
559,367
610,435
38.55
41.95
44.46
0.95
1.11
1.27
168
148
130
*Based on simple span, HS-25 loading and f c = 7,000 psi. See chapter 6 for more information.
91/2"
H
6"
3"
2"
3"
6"
W
2" 1'-71/2" VAR.
6"
2'-1"
Hw
Deck Bulb-Tees
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 9
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSDeck Bulb-Tees
OCT 97
53"
48"-
96"
Dec
k B
T-35
Dec
k B
T-53
35"
48"-
96"
Dec
k B
T-65
2" (
TY
P.)
2" (
TY
P.)
2" (
TY
P.)
35"
48"-
96"
Dec
k B
ulb-
Tees
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 10
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSDouble Tee Beams
OCT 97
Light SectionsWft
Hin.
Tin.
Ain.
Cin.
Ein.
Areain.2
Inertiain.4
ybottomin.
Weightkip/ft
MaximumSpan* ft
56688
2723272735
55555
4.504.504.503.753.75
8.006.508.005.756.50
3636364848
575558635689787
33,74021,36635,75832,88872,421
18.6016.6119.1520.6426.20
0.5990.5820.6620.7180.820
4030374035
Heavy SectionsWft
Hin.
Tin.
Ain.
Cin.
Ein.
Areain.2
Inertiain.4
ybottomin.
Weightkip/ft
MaximumSpan* ft
5678
36353535
6555
6.006.006.006.00
8.009.759.759.75
30484848
780840900960
90,28690,16495,02899,299
23.6923.3023.9124.45
0.8120.8760.9381.001
87706462
678
272727
555
7.007.007.00
9.759.759.75
484848
731791851
45,08447,48649,566
18.0918.5819.00
0.7610.8240.886
524745
678
212121
555
7.757.757.75
9.759.759.75
484848
644704764
22,72023,90324,920
14.1114.4814.80
0.6710.7330.796
373532
*Based on simple span, HS-25 loading and f c = 7,000 psi. See chapter 6 for more information.
W
E
A A
H
T
C
Double Tee Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 11
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSDouble Tee Beams
OCT 97
W
H
W
H
Light Sections
Heavy Sections
2" (TYP.)
2" (TYP.)
2" (TYP.)
2" (TYP.)
2" (TYP.)
Double Tee Beams
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 12
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO-PCI-ASBI Standard Segment For Span-By-Span Construction
OCT 97
Var
ies
from
8,4
00 to
11,
400
4,20
0'A
''A
'1,
422
1,20
0
400
R20
0 R
1
1
2.5
2.5
2,13
0
4,26
0
225
225
225
2,100
325
480
480
2100
-1
Dec
k W
idth
mm
'A'
mm
Are
am
m2
Wt/
3,00
0 m
mK
nI x m
4Y
tm
m
8,40
08,
700
9,00
09,
300
9,60
09,
900
10,2
0010
,500
10,8
0011
,100
11,4
00
015
030
045
060
075
090
01,
050
1,20
01,
350
1,50
0900
(Min.)
225
(Max.)
170
1960
1228
350
2.96
72.
999
3.03
03.
060
3.08
93.
118
3.14
53.
172
3.19
93.
225
3.25
0
799
790
781
772
763
755
747
739
731
723
716
360
365
370
375
380
385
390
394
399
404
409
4,91
6,00
04,
984,
000
5,05
1,00
05,
119,
000
5,18
6,00
05,
254,
000
5,32
1,00
05,
389,
000
5,45
6,00
05,
524,
000
5,59
1,00
0
Sym
m.
Abo
ut C L
Gir
der
AA
SHT
O-P
CI-
ASB
I St
anda
rd S
egm
ent
For
Span
-By-
Span
Con
stru
ctio
n
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 13
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO-PCI-ASBI Standard Segment For Span-By-Span Construction
OCT 97
225
350
'A'
225
200
R40
0 R
'A'
Sym
m.
Abo
ut C L
Gir
der
2,02
237
71,
500
1,50
1
Var
ies
from
10,
800
to 1
3,50
0
5,40
0
5,46
0
2,73
0
2100
-2
Dec
k W
idth
mm
'A'
mm
Are
am
m2
Wt/
3,00
0 m
mK
nI x m
4Y
tm
m
10,8
0011
,100
11,4
0011
,700
12,0
0012
,300
12,6
0012
,900
13,2
0013
,500
015
030
045
060
075
090
01,
050
1,20
01,
350
480
480
225
900
(Min.)
225
1
2.5
1
2.5
2,100
2,53
319
7
(Max.)
6,05
0,00
06,
117,
000
6,18
5,00
06,
252,
000
6,32
0,00
06,
387,
000
6,45
5,00
06,
522,
000
6,59
0,00
06,
657,
000
3.68
53.
715
3.74
43.
772
3.80
03.
827
3.85
43.
880
3.90
63.
931
776
769
762
755
748
741
734
728
722
715
443
448
453
458
463
468
472
477
482
487
AA
SHT
O-P
CI-
ASB
I St
anda
rd S
egm
ent
For
Spa
n-B
y-Sp
an C
onst
ruct
ion
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 14
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO-PCI-ASBI Standard Segment For Balanced Cantilever Construction Segment
OCT 97
Sym
m.
Abo
ut C L
Gir
der
Var
ies
from
8,4
00 to
11,
400
4,20
0'A
''A
'1,
422
1,20
01,
201
400
R20
0 R
1
2.5
2,01
0
4,02
0
225
225
225
2,400
350
480
480
2400
-1
Dec
k W
idth
mm
'A'
mm
Are
am
m2
Wt/
3,00
0 m
mK
nI x m
4Y
tm
m
8,40
08,
700
9,00
09,
300
9,60
09,
900
10,2
0010
,500
10,8
0011
,100
11,4
00
015
030
045
060
075
090
01,
050
1,20
01,
350
1,50
0
900
(Min.)
225
1,81
3
(Max.)
1973
77
1
2.5
5,17
7,00
05,
245,
000
5,31
2,00
05,
380,
000
5,44
7,00
05,
515,
000
5,58
2,00
05,
650,
000
5,71
7,00
05,
785,
000
5,85
2,00
0
4.06
44.
107
4.14
84.
188
4.22
84.
266
4.30
44.
340
4.37
64.
411
4.44
5
908
898
888
878
869
859
850
841
833
824
816
379
384
389
394
399
404
409
414
419
423
428
AA
SHT
O-P
CI-
ASB
I St
anda
rd S
egm
ent
For
Bal
ance
d C
anti
leve
r C
onst
ruct
ion
Segm
ent
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 15
-
PCI BRIDGE DESIGN MANUAL APPENDIX B
AASHTO/PCI STANDARD PRODUCTSAASHTO-PCI-ASBI Standard Segment For Balanced Cantilever Construction
OCT 97
225
375
'A'
225
200
R40
0 R
'A'
Sym
m.
Abo
ut C L
Gir
der
2,02
21,
500
1,47
4
Var
ies
from
10,
800
to 1
3,50
0
5,40
0
5,22
0
2,61
0
2400
-2
Dec
k W
idth
mm
'A'
mm
Are
am
m2
Wt/
3,00
0 m
mK
nI x m
4Y
tm
m
10,8
0011
,100
11,4
0011
,700
12,0
0012
,300
12,6
0012
,900
13,2
0013
,500
015
030
045
060
075
090
01,
050
1,20
01,
350
480
480
225
900
(Min.)
225
1
2.5
2,400
2,38
622
4
(Max.)
1
2.5
404
6,32
7,00
06,
395,
000
6,46
2,00
06,
530,
000
6,59
7,00
06,
665,
000
6,73
2,00
06,
800,
000
6,86
7,00
06,
935,
000
5.04
55.
085
5.12
45.
162
5.19
95.
236
5.27
25.
307
5.34
25.
376
882
874
866
858
851
843
836
829
821
815
463
468
473
478
483
488
493
498
503
508
AA
SHT
O-P
CI-
ASB
I St
anda
rd S
egm
ent
For
Bal
ance
d C
anti
leve
r C
onst
ruct
ion
4612 Bridge Manual APPENDIX B 6/30/03 3:13 PM Page 16
PCI Bridge Manual Appendix B, AASHTO/PCI Standard ProductsAASHTO Solid and Voided Slab BeamsAASHTO Box BeamsAASHTO I-BeamsAASHTO-PCI Bulb-TeesDeck Bulb-TeesDouble Tee BeamsAASHTO-PCI-ASBI Standard Segment For Span-By-Span ConstructionAASHTO-PCI-ASBI Standard Segment For Balanced Cantilever Construction SegmentAASHTO-PCI-ASBI Standard Segment For Balanced Cantilever Construction
