TRANS-BOX DESIGN

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Design of 35m Span Girder

(Transverse Analysis of Box Girder)

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* *

* STAAD.Pro *

* Version 2004 Bld 1001.INDIA *

* Proprietary Program of *

* Research Engineers, Intl. *

* Date= JUL 24, 2007 *

* Time= 15:10:26 *

* *

* USER ID: Snow Panther [LZ0] *

****************************************************

INPUT FILE: TRANS-BOX.STD

1. STAAD PLANE TRANSVERSE ANALYSIS OF BOX

2. START JOB INFORMATION

3. ENGINEER DATE 23-JUL-07

4. END JOB INFORMATION

5. INPUT WIDTH 79

6. UNIT METER KN

7. JOINT COORDINATES

8. 1 1.891 0 0; 2 6.609 0 0; 3 0 2 0; 4 1.291 2 0; 5 7.209 2 0; 6 8.497 2 0

9. MEMBER INCIDENCES

10. 1 1 2; 2 3 4; 3 4 5; 4 5 6; 5 1 4; 6 2 5

11. DEFINE MATERIAL START

12. ISOTROPIC CONCRETE

13. E 2.17185E+007

14. POISSON 0.17

15. DENSITY 23.5616

16. ALPHA 1E-005

17. DAMP 0.05

18. END DEFINE MATERIAL

19. CONSTANTS

20. MATERIAL CONCRETE MEMB 1 TO 6

21. MEMBER PROPERTY AMERICAN

22. 1 PRIS YD 0.26 ZD 1

23. 3 PRIS YD 0.25 ZD 1

24. 2 4 PRIS YD 0.3 ZD 1

25. 5 6 PRIS YD 0.285 ZD 1

26. SUPPORTS

27. 2 FIXED BUT FX FZ MX MY MZ

28. 1 PINNED

29. LOAD 1 DEAD LOAD

30. MEMBER LOAD

31. 3 UNI GY -6.25

32. 2 TRAP GY -6.25 -8.75 0 1.291

33. 4 TRAP GY -8.75 -6.25

34. 1 UNI GY -6.5

35. 5 6 UNI GY -7.125

36. LOAD 2 SUPER IMPOSED DEAD LOAD

37. MEMBER LOAD

38. 2 UNI GY -1.8 0.5 1.291

39. 4 UNI GY -1.8 0 0.791

40. 3 UNI GY -1.8

41. 2 UNI GY -14.88 0 0.5

42. 4 UNI GY -14.88 0.791 1.291

43. LOAD 3 CLASS-AA-CASE-1

44. MEMBER LOAD

45. 3 UNI GY -42.869 0.234 1.184

46. 3 UNI GY -23.774 0.834 1.784

47. 3 UNI GY -19.118 1.834 2.784

48. 3 UNI GY -18.46 2.434 3.384

49. LOAD 4 CLASS-AA-CASE-2

50. MEMBER LOAD

51. 3 UNI GY -20.491 1.384 2.334

52. 3 UNI GY -18.844 1.984 2.934

53. 3 UNI GY -18.844 3.934 4.884

54. 3 UNI GY -20.491 4.539 5.489

55. LOAD 5 CLASS-AA-T- CASE-1

56. MEMBER LOAD

57. 3 UNI GY -61.471 0.079 1.579

58. 3 UNI GY -38.403 2.139 3.639

59. LOAD 6 CLASS-AA-T- CASE-2

60. MEMBER LOAD

61. 3 UNI GY -40.902 1.179 2.679

62. 3 UNI GY -40.902 3.239 4.739

63. LOAD 7 70R-BOGIE- CASE-1

64. MEMBER LOAD

65. 3 UNI GY -47.21 0.084 1.594

66. 3 UNI GY -30.296 2.014 3.524

67. LOAD 8 70R-BOGIE-CASE-2

68. MEMBER LOAD

69. 3 UNI GY -32.643 1.239 2.749

70. 3 UNI GY -32.643 3.169 4.679

71. LOAD 9 CLASS-A-CASE-1

72. MEMBER LOAD

73. 2 UNI GY -85.458 0.325 1.291

74. 3 UNI GY -85.458 0 0.184

75. 3 UNI GY -33.857 0.834 1.984

76. 3 UNI GY -27.349 2.537 3.684

77. 3 UNI GY -39.369 4.334 5.484

78. LOAD 10 CLASS-A-CASE-2

79. MEMBER LOAD

80. 2 UNI GY -63.983 1.025 1.291

81. 3 UNI GY -63.983 0 0.884

82. 3 UNI GY -28.986 1.534 2.684

83. 3 UNI GY -28.986 3.234 4.384

84. 3 UNI GY -63.983 5.034 5.918

85. 4 UNI GY -63.983 0 0.266

86. PERFORM ANALYSIS

87. PRINT MEMBER FORCES ALL

MEMBER END FORCES STRUCTURE TYPE = PLANE

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ALL UNITS ARE -- KN METE

MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z

1 1 1 -0.46 15.34 0.00 0.00 0.00 11.06

2 0.46 15.33 0.00 0.00 0.00 -11.04

2 1 5.64 0.01 0.00 0.00 0.00 -0.17

2 -5.64 -0.01 0.00 0.00 0.00 0.21

3 1 -8.41 1.54 0.00 0.00 0.00 7.41

2 8.41 -1.54 0.00 0.00 0.00 -0.16

4 1 -8.73 -0.58 0.00 0.00 0.00 1.87

2 8.73 0.58 0.00 0.00 0.00 -4.60

5 1 -11.99 2.74 0.00 0.00 0.00 12.06

2 11.99 -2.74 0.00 0.00 0.00 0.85

6 1 -18.25 0.00 0.00 0.00 0.00 5.93

2 18.25 0.00 0.00 0.00 0.00 -5.93

7 1 -9.55 2.07 0.00 0.00 0.00 9.29

2 9.55 -2.07 0.00 0.00 0.00 0.48

8 1 -15.16 0.00 0.00 0.00 0.00 4.84

2 15.16 0.00 0.00 0.00 0.00 -4.84

9 1 11.82 10.97 0.00 0.00 0.00 29.30

2 -11.82 -10.97 0.00 0.00 0.00 22.46

10 1 1.40 0.00 0.00 0.00 0.00 5.07

2 -1.40 0.00 0.00 0.00 0.00 -5.07

2 1 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 9.68 0.00 0.00 0.00 -5.90

2 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 8.86 0.00 0.00 0.00 -8.31

3 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 0.00 0.00 0.00 0.00 0.00

4 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 0.00 0.00 0.00 0.00 0.00

5 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 0.00 0.00 0.00 0.00 0.00

6 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 0.00 0.00 0.00 0.00 0.00

7 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 0.00 0.00 0.00 0.00 0.00

8 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 0.00 0.00 0.00 0.00 0.00

9 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 82.55 0.00 0.00 0.00 -39.87

10 3 0.00 0.00 0.00 0.00 0.00 0.00

4 0.00 17.02 0.00 0.00 0.00 -2.26

3 1 4 0.46 18.50 0.00 0.00 0.00 17.14

5 -0.46 18.49 0.00 0.00 0.00 -17.11

2 4 -5.64 5.34 0.00 0.00 0.00 5.71

5 5.64 5.32 0.00 0.00 0.00 -5.66

3 4 8.41 77.98 0.00 0.00 0.00 56.20

5 -8.41 21.03 0.00 0.00 0.00 -29.29

4 4 8.73 30.40 0.00 0.00 0.00 33.84

5 -8.73 44.33 0.00 0.00 0.00 -39.46

5 4 11.99 114.65 0.00 0.00 0.00 80.71

5 -11.99 35.16 0.00 0.00 0.00 -45.92

6 4 18.25 61.35 0.00 0.00 0.00 67.39

5 -18.25 61.35 0.00 0.00 0.00 -67.39

7 4 9.55 90.32 0.00 0.00 0.00 64.00

5 -9.55 26.71 0.00 0.00 0.00 -35.61

8 4 15.16 49.29 0.00 0.00 0.00 55.06

5 -15.16 49.29 0.00 0.00 0.00 -55.06

9 4 -11.82 76.26 0.00 0.00 0.00 82.21

5 11.82 55.05 0.00 0.00 0.00 -31.85

10 4 -1.40 89.89 0.00 0.00 0.00 58.53

5 1.40 89.89 0.00 0.00 0.00 -58.53

4 1 5 0.00 9.66 0.00 0.00 0.00 5.88

6 0.00 0.00 0.00 0.00 0.00 0.00

2 5 0.00 8.82 0.00 0.00 0.00 8.25

6 0.00 0.00 0.00 0.00 0.00 0.00

3 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

4 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

5 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

6 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

7 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

8 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

9 5 0.00 0.00 0.00 0.00 0.00 0.00

6 0.00 0.00 0.00 0.00 0.00 0.00

10 5 0.00 17.02 0.00 0.00 0.00 2.26

6 0.00 0.00 0.00 0.00 0.00 0.00

5 1 1 41.11 12.81 0.00 0.00 0.00 11.06

4 -26.86 -8.54 0.00 0.00 0.00 11.24

2 1 15.22 -1.32 0.00 0.00 0.00 -0.17

4 -15.22 1.32 0.00 0.00 0.00 -2.59

3 1 72.27 30.47 0.00 0.00 0.00 7.41

4 -72.27 -30.47 0.00 0.00 0.00 56.20

4 1 26.61 17.10 0.00 0.00 0.00 1.87

4 -26.61 -17.10 0.00 0.00 0.00 33.84

5 1 106.37 44.43 0.00 0.00 0.00 12.06

4 -106.37 -44.43 0.00 0.00 0.00 80.71

6 1 53.52 35.11 0.00 0.00 0.00 5.93

4 -53.52 -35.11 0.00 0.00 0.00 67.39

7 1 83.77 35.10 0.00 0.00 0.00 9.29

4 -83.77 -35.10 0.00 0.00 0.00 64.00

8 1 42.86 28.69 0.00 0.00 0.00 4.84

4 -42.86 -28.69 0.00 0.00 0.00 55.06

9 1 155.51 34.31 0.00 0.00 0.00 29.30

4 -155.51 -34.31 0.00 0.00 0.00 42.34

10 1 102.81 29.38 0.00 0.00 0.00 5.07

4 -102.81 -29.38 0.00 0.00 0.00 56.27

6 1 2 41.08 12.80 0.00 0.00 0.00 11.04

5 -26.83 -8.53 0.00 0.00 0.00 11.24

2 2 15.16 -1.34 0.00 0.00 0.00 -0.21

5 -15.16 1.34 0.00 0.00 0.00 -2.59

3 2 17.73 14.10 0.00 0.00 0.00 0.16

5 -17.73 -14.10 0.00 0.00 0.00 29.29

4 2 39.96 21.10 0.00 0.00 0.00 4.60

5 -39.96 -21.10 0.00 0.00 0.00 39.46

5 2 30.23 21.58 0.00 0.00 0.00 -0.85

5 -30.23 -21.58 0.00 0.00 0.00 45.92

6 2 53.52 35.11 0.00 0.00 0.00 5.93

5 -53.52 -35.11 0.00 0.00 0.00 67.39

7 2 22.84 16.82 0.00 0.00 0.00 -0.48

5 -22.84 -16.82 0.00 0.00 0.00 35.61

8 2 42.86 28.69 0.00 0.00 0.00 4.84

5 -42.86 -28.69 0.00 0.00 0.00 55.06

9 2 56.12 4.49 0.00 0.00 0.00 -22.46

5 -56.12 -4.49 0.00 0.00 0.00 31.85

10 2 102.81 29.38 0.00 0.00 0.00 5.07

5 -102.81 -29.38 0.00 0.00 0.00 56.27

************** END OF LATEST ANALYSIS RESULT **************

88. SECTION 0.5

89. PRINT SECTION FORCES ALL

MEMBER FORCES AT INTERMEDIATE SECTIONS

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MEMB LOAD SEC SHEAR-Y SHEAR-Z MOM-Y MOM-Z

1 1 0.50 0.00 0.00 0.00 -7.04

2 0.50 0.01 0.00 0.00 -0.19

3 0.50 1.54 0.00 0.00 3.78

4 0.50 -0.58 0.00 0.00 3.23

5 0.50 2.74 0.00 0.00 5.60

6 0.50 0.00 0.00 0.00 5.93

7 0.50 2.07 0.00 0.00 4.41

8 0.50 0.00 0.00 0.00 4.84

9 0.50 10.97 0.00 0.00 3.42

10 0.50 0.00 0.00 0.00 5.07

2 1 0.50 -4.44 0.00 0.00 1.39

2 0.50 -7.70 0.00 0.00 2.96

3 0.50 0.00 0.00 0.00 0.00

4 0.50 0.00 0.00 0.00 0.00

5 0.50 0.00 0.00 0.00 0.00

6 0.50 0.00 0.00 0.00 0.00

7 0.50 0.00 0.00 0.00 0.00

8 0.50 0.00 0.00 0.00 0.00

9 0.50 -27.39 0.00 0.00 4.39

10 0.50 0.00 0.00 0.00 0.00

3 1 0.50 0.00 0.00 0.00 -10.24

2 0.50 0.01 0.00 0.00 -2.19

3 0.50 -13.19 0.00 0.00 -31.28

4 0.50 -6.97 0.00 0.00 -25.76

5 0.50 -9.04 0.00 0.00 -49.24

6 0.50 0.00 0.00 0.00 -50.96

7 0.50 -9.60 0.00 0.00 -38.60

8 0.50 0.00 0.00 0.00 -43.23

9 0.50 10.06 0.00 0.00 -35.57

10 0.50 0.00 0.00 0.00 -36.77

4 1 0.50 4.43 0.00 0.00 1.38

2 0.50 7.66 0.00 0.00 2.94

3 0.50 0.00 0.00 0.00 0.00

4 0.50 0.00 0.00 0.00 0.00

5 0.50 0.00 0.00 0.00 0.00

6 0.50 0.00 0.00 0.00 0.00

7 0.50 0.00 0.00 0.00 0.00

8 0.50 0.00 0.00 0.00 0.00

9 0.50 0.00 0.00 0.00 0.00

10 0.50 0.00 0.00 0.00 0.00

5 1 0.50 10.68 0.00 0.00 -1.20

2 0.50 -1.32 0.00 0.00 1.21

3 0.50 30.47 0.00 0.00 -24.40

4 0.50 17.10 0.00 0.00 -15.98

5 0.50 44.43 0.00 0.00 -34.32

6 0.50 35.11 0.00 0.00 -30.73

7 0.50 35.10 0.00 0.00 -27.35

8 0.50 28.69 0.00 0.00 -25.11

9 0.50 34.31 0.00 0.00 -6.52

10 0.50 29.38 0.00 0.00 -25.60

6 1 0.50 10.67 0.00 0.00 -1.22

2 0.50 -1.34 0.00 0.00 1.19

3 0.50 14.10 0.00 0.00 -14.57

4 0.50 21.10 0.00 0.00 -17.43

5 0.50 21.58 0.00 0.00 -23.38

6 0.50 35.11 0.00 0.00 -30.73

7 0.50 16.82 0.00 0.00 -18.04

8 0.50 28.69 0.00 0.00 -25.11

9 0.50 4.49 0.00 0.00 -27.15

10 0.50 29.38 0.00 0.00 -25.60


90. SECTION 0.9282

91. PRINT SECTION FORCES LIST 5 6


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5 1 0.93 8.85 0.00 0.00 -9.93

2 0.93 -1.32 0.00 0.00 2.40

3 0.93 30.47 0.00 0.00 -51.64

4 0.93 17.10 0.00 0.00 -31.27

5 0.93 44.43 0.00 0.00 -74.04

6 0.93 35.11 0.00 0.00 -62.13

7 0.93 35.10 0.00 0.00 -58.74

8 0.93 28.69 0.00 0.00 -50.76

9 0.93 34.31 0.00 0.00 -37.19

10 0.93 29.38 0.00 0.00 -51.87

6 1 0.93 8.84 0.00 0.00 -9.94

2 0.93 -1.34 0.00 0.00 2.39

3 0.93 14.10 0.00 0.00 -27.18

4 0.93 21.10 0.00 0.00 -36.30

5 0.93 21.58 0.00 0.00 -42.68

6 0.93 35.11 0.00 0.00 -62.13

7 0.93 16.82 0.00 0.00 -33.08

8 0.93 28.69 0.00 0.00 -50.76

9 0.93 4.49 0.00 0.00 -31.17

10 0.93 29.38 0.00 0.00 -51.87


92. SECTION 0.05 0.95

93. PRINT SECTION FORCES LIST 3


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3 1 0.05 16.65 0.00 0.00 11.94

0.95 -16.64 0.00 0.00 11.91

2 0.05 4.80 0.00 0.00 4.21

0.95 -4.78 0.00 0.00 4.17

3 0.05 75.32 0.00 0.00 33.21

0.95 -21.03 0.00 0.00 23.07

4 0.05 30.40 0.00 0.00 24.84

0.95 -44.33 0.00 0.00 26.35

5 0.05 101.32 0.00 0.00 48.23

0.95 -35.16 0.00 0.00 35.51

6 0.05 61.35 0.00 0.00 49.24

0.95 -61.35 0.00 0.00 49.24

7 0.05 80.32 0.00 0.00 38.33

0.95 -26.71 0.00 0.00 27.70

8 0.05 49.29 0.00 0.00 40.47

0.95 -49.29 0.00 0.00 40.47

9 0.05 60.53 0.00 0.00 62.85

0.95 -55.05 0.00 0.00 15.56

10 0.05 70.96 0.00 0.00 34.74

0.95 -70.96 0.00 0.00 34.74


94. FINISH

*********** END OF THE STAAD.Pro RUN ***********

**** DATE= JUL 24,2007 TIME= 15:10:27 ****

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TRANS-BOX DESIGN

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Transcript of TRANS-BOX DESIGN