< Control Data >

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25 Νοε 2013 (πριν από 3 χρόνια και 4 μήνες)

38 εμφανίσεις

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


< Control Data >

*** CONTROL DATA



Panel Zone Effect : Do not Calculate


Unit System : KIPS, IN


Definition of Frame


-

X Direction of Frame : Unbraced I Sway


-

Y Direction of Frame : Unbra
ced I Sway


-

Design Type : 3
-
D


Design Code


-

Steel : AASHTO
-
LRFD02


-

Concrete : AASHTO
-
LRFD02


-

SRC : SSRC79




< Static Loadcase >

*** LOAD CASE DATA




NO NAME TYPE SELF WEIGHT FACTOR DESCRIPTION


X Y Z



--------

--------------------

----------

------

------

------

-----------------------
------------



1 Post
-
Tension PS 0.000 0.000 0.000


6 Prestress PS 0.000 0.000 0.000


2

Bridge Rail DC 0.000 0.000 0.000


3 Self
-
Weight DC 0.000 0.000 0.000


4 Diaphragms DC 0.000 0.000 0.000


5 Wearing Surface DW 0.000 0.000 0.000





< Node >

*** NODE DATA



NO X Y Z TEMPERATURE


--------

------------

------------

------------

------------



1
-
15.7 0

0 0


2 0 0 0 0


3 29 0 0 0


4 80.84 0 0 0


5 159
0 0 0


6 173 0 0 0


7 270 0 0 0


8 360 0 0 0


9 413

0 0 0


10 450 0 0 0


11 540 0 0 0


12 630 0 0 0


13

720 0 0 0


14 810 0 0 0


15 900 0 0 0


16 990 0 0 0


17

1080 0 0 0


18 1170 0 0 0


19 1260 0 0 0


20 1350 0 0 0



21 1387 0 0 0


22 1440 0 0 0


23 1530 0 0 0


24 1627 0 0

0


25 1710 0 0 0


26 1771 0 0 0


27 1800 0 0 0


28 1816 0 0

0




< Boundary >


** SUPPORT / SPECIFIED DISPLACEMENT

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX




NODE SUPPORT SPECIFIED DISPLACEMENT


DDDRRR Dx Dy Dz

Rx Ry Rz


--------

--------

----------

----------

----------

----------

----------

----------



1 101000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000


28 001000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000





< Beam >

*** BEAM MEMBER DATA



NO NODAL CONNECTIVITY BEAM END RELEASE MATERIAL SECTION
LENGTH



I J I J


--------

---------

--------

--------

--------

---------------

---------------

--------
--



1 1 2
-

-

Girder Conc 50~ Section 1

15.7


2 2 3
-

-

Girder Conc 50~ Section 1
29


3 3 4
-

-

Girder Conc 50~ 2
-
3
51.84


4 4 5
-

-

Girder Conc 5
0~ 2
-
3
78.16


5 5 6
-

-

Girder Conc 50~ 2
-
3
14


6 6 7
-

-

Girder Conc 50~ 3
-
4
97


7 7 8
-

-

Girder Conc 50~ 3
-
4
90


8 8 9
-

-

Girder Conc 50~ 3
-
4
53


9 9 10
-

-

Girder Conc 50~ 3
-
4
37


10

10 11
-

-

Girder Conc 50~ Section 4
90


11 11 12
-

-

Girder Conc 50~ Section 4
90


12 12 13
-

-

Girder Conc 50~ Section 4

90


13 13 14
-

-

Girder Conc 50~ Section 4
90


14 14 15
-

-

Girder Conc 50~ Section 4
90


15 15 16
-

-

Girder Conc 50
~ Section 4
90


16 16 17
-

-

Girder Conc 50~ Section 4
90


17 17 18
-

-

Girder Conc 50~ Section 4
90


18 18 19
-


-

Girder Conc 50~ Section 4
90


19 19 20
-

-

Girder Conc 50~ Section 4
90


20 20 21
-

-

Girder Conc 50~ 4
-
3
37


21

21 22
-

-

Girder Conc 50~ 4
-
3
53


22 22 23
-

-

Girder Conc 50~ 4
-
3
90


23 23 24
-

-

Girder Conc 50~ 4
-
3

97


24 24 25
-

-

Girder Conc 50~ 3
-
2
83


25 25 26
-

-

Girder Conc 50~ 3
-
2
61


26 26 27
-

-

Girder Conc 50~

Section 1
29


27 27 28
-

-

Girder Conc 50~ Section 1
15.7

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX





< Weight/Volume/Surface area of all member >

*** TOTAL WEIGHT / VOLUME / SURFACE AREA SUMMARY




SECTION SECION SURFACE AREA VOLUMN WEIGHT FRAME
TRUSS


NO NAME NUMBER
NUMBER


--------

---------------

---------------

-------------
--

---------------

--------

----
----



1 Section 1 1.445e+005 4.213e+006 377.9 4
0


2 Section 2 0 0 0 0
0


3 Section 3

0 0 0 0
0


4 Section 4 3.014e+006 1.421e+007 1275 10
0


5 2
-
3 4.205e+005 4.048e+006 363.1 3
0


6 3
-
4 8.885e+005 5.516e+006 494.8 4
0


7 4
-
3 8.885e+005 5.516e+006 494.8 4
0


8 3
-
2 4.205e+005 4.048e+006

363.1 2
0




< Load Combination >


** GENERAL


NO NAME TYPE ACTIVE DESCRIPTION


--------

----------

----------

----------

-------------------------------------------
--




1 DC Add STRENGTH


2 DW Add STRENGTH


3 PT Add STRENGTH Secondary PT & Creep/Shrinkage


4 ServiceIII Add STRENGTH Service III minus HL93





Table
1

Tendon Coordinates

Tendon Name

No

x (in)

z (in)

Tensioned Left

0

-
15.7000

0.0000

Tensioned Left

1

0.0000

-
32.5000

Tensioned Left

2

3.9250

-
32.6865

Tensioned Left

3

7.8500

-
32.8730

Tensioned Left

4

11.7750

-
33.0595

Tensioned Left

5

15.7000

-
33.2459

Tensioned Left

6

22.9500

-
33.5902

Tensioned Left

7

30.2000

-
33.9344

Tensioned Left

8

37.4500

-
34.2785

Tensioned Left

9

44.7000

-
34.6223

Tensioned Left

10

57.6600

-
35.2361

Tensioned Left

11

70.6200

-
35.8489

Tensioned Left

12

83.58
00

-
36.4603

Tensioned Left

13

96.5400

-
37.0701

Tensioned Left

14

116.0800

-
37.9860

Tensioned Left

15

135.6200

-
38.8969

Tensioned Left

16

155.1600

-
39.8020

Tensioned Left

17

174.7000

-
40.7002

Tensioned Left

18

178.2000

-
40.8602

Tensioned Left

19

181.
7000

-
41.0202

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


Tendon Name

No

x (in)

z (in)

Tensioned Left

20

185.2000

-
41.1798

Tensioned Left

21

188.7000

-
41.3391

Tensioned Left

22

212.9500

-
42.4358

Tensioned Left

23

237.2000

-
43.5184

Tensioned Left

24

261.4500

-
44.5849

Tensioned Left

25

285.7000

-
45.6342

Tensioned Left

26

3
08.2000

-
46.5906

Tensioned Left

27

330.7000

-
47.5296

Tensioned Left

28

353.2000

-
48.4492

Tensioned Left

29

375.7000

-
49.3491

Tensioned Left

30

388.9500

-
49.8684

Tensioned Left

31

402.2000

-
50.3807

Tensioned Left

32

415.4500

-
50.8843

Tensioned Left

3
3

428.7000

-
51.3802

Tensioned Left

34

437.9500

-
51.7212

Tensioned Left

35

447.2000

-
52.0580

Tensioned Left

36

456.4500

-
52.3904

Tensioned Left

37

465.7000

-
52.7184

Tensioned Left

38

488.2000

-
53.4969

Tensioned Left

39

510.7000

-
54.2477

Tensioned Lef
t

40

533.2000

-
54.9691

Tensioned Left

41

555.7000

-
55.6598

Tensioned Left

42

578.2000

-
56.3189

Tensioned Left

43

600.7000

-
56.9443

Tensioned Left

44

623.2000

-
57.5361

Tensioned Left

45

645.7000

-
58.0910

Tensioned Left

46

668.2000

-
58.6101

Tensioned
Left

47

690.7000

-
59.0895

Tensioned Left

48

713.2000

-
59.5305

Tensioned Left

49

735.7000

-
59.9296

Tensioned Left

50

758.2000

-
60.2872

Tensioned Left

51

780.7000

-
60.6010

Tensioned Left

52

803.2000

-
60.8700

Tensioned Left

53

825.7000

-
61.0933

Tension
ed Left

54

848.2000

-
61.2687

Tensioned Left

55

870.7000

-
61.3964

Tensioned Left

56

893.2000

-
61.4729

Tensioned Left

57

915.7000

-
61.5000

Tensioned Left

58

938.2000

-
61.4729

Tensioned Left

59

960.7000

-
61.3964

Tensioned Left

60

983.2000

-
61.2687

Tens
ioned Left

61

1005.7000

-
61.0933

Tensioned Left

62

1028.2000

-
60.8700

Tensioned Left

63

1050.7000

-
60.6010

Tensioned Left

64

1073.2000

-
60.2872

Tensioned Left

65

1095.7000

-
59.9296

Tensioned Left

66

1118.2000

-
59.5305

Tensioned Left

67

1140.7000

-
59.
0895

Tensioned Left

68

1163.2000

-
58.6101

Tensioned Left

69

1185.7000

-
58.0910

Tensioned Left

70

1208.2000

-
57.5361

Tensioned Left

71

1230.7000

-
56.9443

Tensioned Left

72

1253.2000

-
56.3189

Tensioned Left

73

1275.7000

-
55.6598

Tensioned Left

74

1298
.2000

-
54.9691

Tensioned Left

75

1320.7000

-
54.2477

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


Tendon Name

No

x (in)

z (in)

Tensioned Left

76

1343.2000

-
53.4969

Tensioned Left

77

1365.7000

-
52.7184

Tensioned Left

78

1374.9500

-
52.3904

Tensioned Left

79

1384.2000

-
52.0580

Tensioned Left

80

1393.4500

-
51.7212

Tensioned Le
ft

81

1402.7000

-
51.3802

Tensioned Left

82

1415.9500

-
50.8843

Tensioned Left

83

1429.2000

-
50.3807

Tensioned Left

84

1442.4500

-
49.8684

Tensioned Left

85

1455.7000

-
49.3491

Tensioned Left

86

1478.2000

-
48.4492

Tensioned Left

87

1500.7000

-
47.5296

Te
nsioned Left

88

1523.2000

-
46.5906

Tensioned Left

89

1545.7000

-
45.6342

Tensioned Left

90

1569.9500

-
44.5849

Tensioned Left

91

1594.2000

-
43.5184

Tensioned Left

92

1618.4500

-
42.4358

Tensioned Left

93

1642.7000

-
41.3391

Tensioned Left

94

1663.4500

-
4
0.3906

Tensioned Left

95

1684.2000

-
39.4341

Tensioned Left

96

1704.9500

-
38.4701

Tensioned Left

97

1725.7000

-
37.5000

Tensioned Left

98

1740.9500

-
36.7838

Tensioned Left

99

1756.2000

-
36.0651

Tensioned Left

100

1771.4500

-
35.3445

Tensioned Left

101

1786.7000

-
34.6223

Tensioned Left

102

1793.9500

-
34.2785

Tensioned Left

103

1801.2000

-
33.9344

Tensioned Left

104

1808.4500

-
33.5902

Tensioned Left

105

1815.7000

-
33.2459

Tensioned Left

106

1819.6250

-
33.0595

Tensioned Left

107

1823.5500

-
32.8730

Te
nsioned Left

108

1827.4750

-
32.6865

Tensioned Left

109

1831.4000

-
32.5000

Tensioned Right

0

-
15.7000

0.0000

Tensioned Right

1

0.0000

-
32.5000

Tensioned Right

2

3.9250

-
32.6865

Tensioned Right

3

7.8500

-
32.8730

Tensioned Right

4

11.7750

-
33.0595

Tens
ioned Right

5

15.7000

-
33.2459

Tensioned Right

6

22.9500

-
33.5902

Tensioned Right

7

30.2000

-
33.9344

Tensioned Right

8

37.4500

-
34.2785

Tensioned Right

9

44.7000

-
34.6223

Tensioned Right

10

57.6600

-
35.2361

Tensioned Right

11

70.6200

-
35.8489

Tensio
ned Right

12

83.5800

-
36.4603

Tensioned Right

13

96.5400

-
37.0701

Tensioned Right

14

116.0800

-
37.9860

Tensioned Right

15

135.6200

-
38.8969

Tensioned Right

16

155.1600

-
39.8020

Tensioned Right

17

174.7000

-
40.7002

Tensioned Right

18

178.2000

-
40.8602

Tensioned Right

19

181.7000

-
41.0202

Tensioned Right

20

185.2000

-
41.1798

Tensioned Right

21

188.7000

-
41.3391

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


Tendon Name

No

x (in)

z (in)

Tensioned Right

22

212.9500

-
42.4358

Tensioned Right

23

237.2000

-
43.5184

Tensioned Right

24

261.4500

-
44.5849

Tensioned Right

25

285.700
0

-
45.6342

Tensioned Right

26

308.2000

-
46.5906

Tensioned Right

27

330.7000

-
47.5296

Tensioned Right

28

353.2000

-
48.4492

Tensioned Right

29

375.7000

-
49.3491

Tensioned Right

30

388.9500

-
49.8684

Tensioned Right

31

402.2000

-
50.3807

Tensioned Right

32

415.4500

-
50.8843

Tensioned Right

33

428.7000

-
51.3802

Tensioned Right

34

437.9500

-
51.7212

Tensioned Right

35

447.2000

-
52.0580

Tensioned Right

36

456.4500

-
52.3904

Tensioned Right

37

465.7000

-
52.7184

Tensioned Right

38

488.2000

-
53.4969

Tensio
ned Right

39

510.7000

-
54.2477

Tensioned Right

40

533.2000

-
54.9691

Tensioned Right

41

555.7000

-
55.6598

Tensioned Right

42

578.2000

-
56.3189

Tensioned Right

43

600.7000

-
56.9443

Tensioned Right

44

623.2000

-
57.5361

Tensioned Right

45

645.7000

-
58.09
10

Tensioned Right

46

668.2000

-
58.6101

Tensioned Right

47

690.7000

-
59.0895

Tensioned Right

48

713.2000

-
59.5305

Tensioned Right

49

735.7000

-
59.9296

Tensioned Right

50

758.2000

-
60.2872

Tensioned Right

51

780.7000

-
60.6010

Tensioned Right

52

803.2
000

-
60.8700

Tensioned Right

53

825.7000

-
61.0933

Tensioned Right

54

848.2000

-
61.2687

Tensioned Right

55

870.7000

-
61.3964

Tensioned Right

56

893.2000

-
61.4729

Tensioned Right

57

915.7000

-
61.5000

Tensioned Right

58

938.2000

-
61.4729

Tensioned Righ
t

59

960.7000

-
61.3964

Tensioned Right

60

983.2000

-
61.2687

Tensioned Right

61

1005.7000

-
61.0933

Tensioned Right

62

1028.2000

-
60.8700

Tensioned Right

63

1050.7000

-
60.6010

Tensioned Right

64

1073.2000

-
60.2872

Tensioned Right

65

1095.7000

-
59.9296

Tensioned Right

66

1118.2000

-
59.5305

Tensioned Right

67

1140.7000

-
59.0895

Tensioned Right

68

1163.2000

-
58.6101

Tensioned Right

69

1185.7000

-
58.0910

Tensioned Right

70

1208.2000

-
57.5361

Tensioned Right

71

1230.7000

-
56.9443

Tensioned Right

72

12
53.2000

-
56.3189

Tensioned Right

73

1275.7000

-
55.6598

Tensioned Right

74

1298.2000

-
54.9691

Tensioned Right

75

1320.7000

-
54.2477

Tensioned Right

76

1343.2000

-
53.4969

Tensioned Right

77

1365.7000

-
52.7184

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


Tendon Name

No

x (in)

z (in)

Tensioned Right

78

1374.9500

-
52.3904

Tens
ioned Right

79

1384.2000

-
52.0580

Tensioned Right

80

1393.4500

-
51.7212

Tensioned Right

81

1402.7000

-
51.3802

Tensioned Right

82

1415.9500

-
50.8843

Tensioned Right

83

1429.2000

-
50.3807

Tensioned Right

84

1442.4500

-
49.8684

Tensioned Right

85

1455.70
00

-
49.3491

Tensioned Right

86

1478.2000

-
48.4492

Tensioned Right

87

1500.7000

-
47.5296

Tensioned Right

88

1523.2000

-
46.5906

Tensioned Right

89

1545.7000

-
45.6342

Tensioned Right

90

1569.9500

-
44.5849

Tensioned Right

91

1594.2000

-
43.5184

Tensioned

Right

92

1618.4500

-
42.4358

Tensioned Right

93

1642.7000

-
41.3391

Tensioned Right

94

1663.4500

-
40.3906

Tensioned Right

95

1684.2000

-
39.4341

Tensioned Right

96

1704.9500

-
38.4701

Tensioned Right

97

1725.7000

-
37.5000

Tensioned Right

98

1740.9500

-
3
6.7838

Tensioned Right

99

1756.2000

-
36.0651

Tensioned Right

100

1771.4500

-
35.3445

Tensioned Right

101

1786.7000

-
34.6223

Tensioned Right

102

1793.9500

-
34.2785

Tensioned Right

103

1801.2000

-
33.9344

Tensioned Right

104

1808.4500

-
33.5902

Tensioned

Right

105

1815.7000

-
33.2459

Tensioned Right

106

1819.6250

-
33.0595

Tensioned Right

107

1823.5500

-
32.8730

Tensioned Right

108

1827.4750

-
32.6865

Tensioned Right

109

1831.4000

-
32.5000



Table
2

Section Properties

ID

Type

Shap
e

Name

Area (in²)

Iyy (in^4)

Cyp (in)

Cym (in)

Czp
(in)

Czm
(in)

Peri.(Out)
(in)

Peri.(In)
(in)

1

Value

GEN

Section
1

47119.9000

20751700.0000

377.5000

377.5000

35.0531

36.9469

1616.3500

0.0000

2

Value

GEN

Section
2

32186.7000

17951700.0000

377.5000

377.
5000

34.7762

37.2238

1616.3500

1157.1000

3

Value

GEN

Section
3

24035.5000

14252300.0000

377.5000

377.5000

33.7129

38.2871

1616.3500

1449.8800

4

Value

GEN

Section
4

15793.1000

11796300.0000

377.5000

377.5000

32.0626

39.9374

1616.3500

1732.8800

5

Tapered

GEN

2
-
3

32186.7000

17951700.0000

377.5000

377.5000

34.7762

37.2238

1616.3500

1157.1000

6

Tapered

GEN

3
-
4

24035.5000

14252300.0000

377.5000

377.5000

33.7129

38.2871

1616.3500

1449.8800

7

Tapered

GEN

4
-
3

15793.1000

11796300.0000

377.5000

377.5000

32.0626

3
9.9374

1616.3500

1732.8800

8

Tapered

GEN

3
-
2

24035.5000

14252300.0000

377.5000

377.5000

33.7129

38.2871

1616.3500

1449.8800



Table
3

Material Properties

ID

Name

Type

Standard

Code

Elasticity
(kips/in²)

Poisson

Density
(kips/in³)

1

Girder Conc
5000

Concrete

None


4.2870e+003

0.2

8.9700e
-
005

Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


ID

Name

Type

Standard

Code

Elasticity
(kips/in²)

Poisson

Density
(kips/in³)

2

PT Strand

User
Defined

None


2.8500e+004

0

0.0000e+000

3

PS Strand

User
Defined

None


2.8500e+004

0

0.0000e+000



Table
4

Beam Loads

Element

BM LD
Type

Load Case

Lo
ad Type

Direction

D1

D2

P1

P2

Unit

Group

1

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

2

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

3

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

4

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

5

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
R
ail

6

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

7

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

8

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

9

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

10

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

11

Line
Load

Bridge
Rail

Distri
buted
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

12

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

13

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

14

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

15

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

16

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

17

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

18

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

19

Line
Load

Bridge
Rail

Distri
buted
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

20

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

21

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

22

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

23

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

24

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

25

Line
Load

Bridge
Rail

Distributed
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail

26

Line
Bridge
Distributed
Global Z

0.00

1.00

-
-
kips/in

Bridge
Project Name : BR 16673

User Name : T Kinney

Address : ODOT

File Name : 16673_PTBOX


Element

BM LD
Type

Load Case

Lo
ad Type

Direction

D1

D2

P1

P2

Unit

Group

Load

Rail

Forces

0.03

0.03

Rail

27

Line
Load

Bridge
Rail

Distri
buted
Forces

Global Z

0.00

1.00

-
0.03

-
0.03

kips/in

Bridge
Rail



Table
5

Tendon Prestress Loads

Tendon

Load
Case

Type

Jacking

Stress Begin
(kips/in²)

Stress End
(kips/in²)

Force
Begin
(kips)

Force
End
(kips)

Grouting

Load
Group

T
ensioned
Left

Post
-
Tension

Stress

Begin

202.50

0.00

0.00

0.00

1

Post
-
Tension

Tensioned
Right

Post
-
Tension

Stress

End

0.00

202.50

0.00

0.00

1

Post
-
Tension