Mainabhati River STAAD Input and Output Report

ENviro-tech Engineering Consulta

Client

Sheet No

Rev

1

1

1

Part

Software licensed to ME Job Title

Job No

Ref

1

DOLIDAR

By

Prakash

Date

Fi l e

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Job Information Engineer Name:

Prakash

Date:

06-Dec-11

Checked

Approved

Comments  20m RCC Bridge

Structure Type

SPACE FRAME

Number of Nodes

986

Highest Node

999

Number of Elements

457

Highest Beam

1348

Number of Plates

721

Highest Plate

1345

Number of Basic Load Cases

61

Number of of Co Combination Lo Load Ca Cases

84

Included in this printout are data for:  The Whole Structure All Included in this printout are results for load cases:  Type L/ C

Name

Primary

1

EQ+Z

Primary

2

WIND+Z

Primary

3

SELF WEIGHT OF STRUCTURE

Primary

4

IRC: CL CLASS A LOADING POSITION 1 WI

Primary

5

IRC: CL CLASS A LOADING POSITION 2 WI

Primary

6

IRC: CL CLASS A LOADING POSITION 3 WI

Primary

7

IRC: CL CLASS A LOADING POSITION 4 WI

Primary

8

IRC: CL CLASS A LOADING POSITION 5 WI

Primary

9

IRC: CL CLASS A LOADING POSITION 6 WI

Primary

10

IRC: CL CLASS A LOADING POSITION 7 WI

Primary

11

IRC: CL CLASS A LOADING POSITION 8 WI

Primary

12

IRC: CL CLASS A LOADING POSITION 9 WI

Primary

13

IRC: CL CLASS A LOADING POSITION 10 W

Primary

14

IRC: CL CLASS A LOADING POSITION 11 W

Primary

15

IRC: CL CLASS A LOADING POSITION 12 W

Primary

16

IRC: CL CLASS A LOADING POSITION 13 W

Primary

17

IRC: CL CLASS A LOADING POSITION 14 W

Primary

18

IRC: CL CLASS A LOADING POSITION 15 W

Primary

19

IRC: CL CLASS A LOADING POSITION 16 W

Primary

20

IRC: CL CLASS A LOADING POSITION 17 W

Primary

21

IRC: CL CLASS A LOADING POSITION 18 W

Primary

22

IRC: CL CLASS A LOADING POSITION 19 W

Primary

23

IRC: CL CLASS A LOADING POSITION 20 W

Primary

24

IRC: CL CLASS A LOADING POSITION 21 W

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

Print Run 1 of 24

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

Fi l e

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Job Information Cont... Type

L/ C

Name

Primary

25

IRC: CL CLASS A LOADING POSITION 22 W

Primary

26

IRC: CL CLASS A LOADING POSITION 23 W

Primary

27

IRC: CL CLASS A LOADING POSITION 24 W

Primary

28

IRC: CL CLASS A LOADING POSITION 25 W

Primary

29

IRC: CL CLASS A LOADING POSITION 26 W

Primary

30

IRC: CL CLASS A LOADING POSITION 27 W

Primary

31

IRC: CL CLASS A LOADING POSITION 28 W

Primary

32

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

33

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

34

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

35

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

36

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

37

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

38

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

39

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

40

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

41

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

42

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

43

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

44

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

45

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

46

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

47

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

48

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

49

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

50

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

51

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

52

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

53

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

54

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

55

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

56

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

57

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

58

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

59

IRC: CL CLASS A BRAKING LOAD POSITIO

Primary

60

TEMPERATURE & SINKAGE LOAD

Primary

61

ACTIVE EARTH PRESSURE

Combination

62

SELF WEIGHT + LOAD POSITION 1 WIT

Combination

63

SELF WEIGHT + LOAD POSITION 2 WIT

Combination

64

SELF WEIGHT + LOAD POSITION 3 WIT

Combination

65

SELF WEIGHT + LOAD POSITION 4 WIT

Combination

66

SELF WEIGHT + LOAD POSITION 5 WIT

Combination

67

SELF WEIGHT + LOAD POSITION 6 WIT

Combination

68

SELF WEIGHT + LOAD POSITION 7 WIT

Combination

69

SELF WEIGHT + LOAD POSITION 8 WIT

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

Print Run 2 of 24

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Job Information Cont... Type

L/C

Name

Combination

70

SELF WEIGHT + LOAD POSITION 9 WIT

Combination

71

SELF WEIGHT + LOAD POSITION 10 WI

Combination

72

SELF WEIGHT + LOAD POSITION 11 WI

Combination

73

SELF WEIGHT + LOAD POSITION 12 WI

Combination

74

SELF WEIGHT + LOAD POSITION 13 WI

Combination

75

SELF WEIGHT + LOAD POSITION 14 WI

Combination

76

SELF WEIGHT + LOAD POSITION 15 WI

Combination

77

SELF WEIGHT + LOAD POSITION 16 WI

Combination

78

SELF WEIGHT + LOAD POSITION 17 WI

Combination

79

SELF WEIGHT + LOAD POSITION 18 WI

Combination

80

SELF WEIGHT + LOAD POSITION 19 WI

Combination

81

SELF WEIGHT + LOAD POSITION 20 WI

Combination

82

SELF WEIGHT + LOAD POSITION 21 WI

Combination

83

SELF WEIGHT + LOAD POSITION 22 WI

Combination

84

SELF WEIGHT + LOAD POSITION 23 WI

Combination

85

SELF WEIGHT + LOAD POSITION 24 WI

Combination

86

SELF WEIGHT + LOAD POSITION 25 WI

Combination

87

SELF WEIGHT + LOAD POSITION 26 WI

Combination

88

SELF WEIGHT + LOAD POSITION 27 WI

Combination

89

SELF WEIGHT + LOAD POSITION 28 WI

Combination

90

SELF WT + LOAD POSITION 1 +BRAK L

Combination

91

SELF WT + LOAD POSITION 2 +BRAK L

Combination

92

SELF WT + LOAD POSITION 3 +BRAK L

Combination

93

SELF WT + LOAD POSITION 4 +BRAK L

Combination

94

SELF WT + LOAD POSITION 5 +BRAK L

Combination

95

SELF WT + LOAD POSITION 6 +BRAK L

Combination

96

SELF WT + LOAD POSITION 7 +BRAK L

Combination

97

SELF WT + LOAD POSITION 8 +BRAK L

Combination

98

SELF WT + LOAD POSITION 9 +BRAK L

Combination

99

SELF WT + LOAD POS 10+BRAK LOAD

Combination

100

SELF WT + LOAD POS 11 +BRAK LOAD

Combination

101

SELF WT + LOAD POS 12 +BRAK LOAD

Combination

102

SELF WT + LOAD POS 13 +BRAK LOAD

Combination

103

SELF WT + LOAD POS 14 +BRAK LOAD

Combination

104

SELF WT + LOAD POS 15 +BRAK LOAD

Combination

105

SELF WT + LOAD POS 16 +BRAK LOAD

Combination

106

SELF WT + LOAD POS 17 +BRAK LOAD

Combination

107

SELF WT + LOAD POS 18 +BRAK LOAD

Combination

108

SELF WT + LOAD POS 19 +BRAK LOAD

Combination

109

SELF WT + LOAD POS 20 +BRAK LOAD

Combination

110

SELF WT + LOAD POS 21 +BRAK LOAD

Combination

111

SELF WT + LOAD POS 22 +BRAK LOAD

Combination

112

SELF WT + LOAD POS 23 +BRAK LOAD

Combination

113

SELF WT + LOAD POS 24 +BRAK LOAD

Combination

114

SELF WT + LOAD POS 25 +BRAK LOAD

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

Print Run 3 of 24

ENviro-tech Engineering Consulta

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Sheet No

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Job Information Cont... Type

L/C

Name

Combination

114

SELF WT + LOAD POS 25 +BRAK LOAD

Combination

115

SELF WT + LOAD POS 26 +BRAK LOAD

Combination

116

SELF WT + LOAD POS 27 +BRAK LOAD

Combination

117

SELF WT + LOAD POS 28 +BRAK LOAD

Combination

118

SELF WT + LOAD POS 1 +BRAK LOAD P

Combination

119

SELF WT + LOAD POS 2 +BRAK LOAD P

Combination

120

SELF WT + LOAD POS 3 +BRAK LOAD P

Combination

121

SELF WT + LOAD POS 4 +BRAK LOAD P

Combination

122

SELF WT + LOAD POS 5 +BRAK LOAD P

Combination

123

SELF WT + LOAD POS 6 +BRAK LOAD P

Combination

124

SELF WT + LOAD POS 7 +BRAK LOAD P

Combination

125

SELF WT + LOAD POS 8 +BRAK LOAD P

Combination

126

SELF WT + LOAD POS 9 +BRAK LOAD P

Combination

127

SELF WT + LOAD POS 10 +BRAK LOAD

Combination

128

SELF WT + LOAD POS 11 +BRAK LOAD

Combination

129

SELF WT + LOAD POS 12 +BRAK LOAD

Combination

130

SELF WT + LOAD POS 13 +BRAK LOAD

Combination

131

SELF WT + LOAD POS 14 +BRAK LOAD

Combination

132

SELF WT + LOAD POS 15 +BRAK LOAD

Combination

133

SELF WT + LOAD POS 16 +BRAK LOAD

Combination

134

SELF WT + LOAD POS 17 +BRAK LOAD

Combination

135

SELF WT + LOAD POS 18 +BRAK LOAD

Combination

136

SELF WT + LOAD POS 19 +BRAK LOAD

Combination

137

SELF WT + LOAD POS 20 +BRAK LOAD

Combination

138

SELF WT + LOAD POS 21 +BRAK LOAD

Combination

139

SELF WT + LOAD POS 22 +BRAK LOAD

Combination

140

SELF WT + LOAD POS 23 +BRAK LOAD

Combination

141

SELF WT + LOAD POS 24 +BRAK LOAD

Combination

142

SELF WT + LOAD POS 25 +BRAK LOAD

Combination

143

SELF WT + LOAD POS 26 +BRAK LOAD

Combination

144

SELF WT + LOAD POS 27 +BRAK LOAD

Combination

145

SELF WT + LOAD POS 28 +BRAK LOAD

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

Print Run 4 of 24

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Job No

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1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Section Properties Prop

Section

Area 2

Iyy 4

Izz

J 4

Material 4

(cm )

(cm )

(cm )

(cm )

16

Rect 1.20x0.40

4.8E 3

640E 3

5.76E 6

2.02E 6

M25

17

Rect 0.40x0.30

1.2E 3

90E 3

160E 3

194E 3

M25

18

Rect 0.55x0.30

1.65E 3

124E 3

416E 3

326E 3

M25

19

Rect 0.20x0.20

400.000

13.3E 3

13.3E 3

22.5E 3

M25

20

PIP483.0L

4.140

10.700

10.700

21.400

21

Rect 0.30x0.30

900.000

67.5E 3

67.5E 3

114E 3

22

PIP337.0L

2.580

3.140

3.140

6.276

STEEL

23

PIP424.0M

4.000

7.710

7.710

15.422

STEEL

24

PIP603.0L1

4.140

21.590

21.590

43.185

STEEL

25

PIP424.0L

3.310

6.570

6.570

13.130

STEEL

26

PIP603.0L2

4.570

23.770

23.770

47.550

STEEL

27

PIP761.0L

7.440

49.440

49.440

98.884

STEEL

28

PIP761.0M

8.310

54.650

54.650

109.295

STEEL

29

PIP603.0H

6.170

30.900

30.900

61.805

STEEL

30

PIP889.0L

8.740

80.310

80.310

160.613

STEEL

STEEL M25

Plate Thickness Prop

Node A

Node B

Node C

Node D

Material

(cm)

(cm)

(cm)

(cm)

1

23.000

23.000

23.000

23.000

M25

2

38.000

38.000

15.000

15.000

M25

3

15.000

15.000

38.000

38.000

M25

4

38.000

15.000

15.000

38.000

M25

5

30.000

30.000

30.000

30.000

M20

6

25.000

25.000

25.000

25.000

M20

7

37.300

30.000

30.000

37.300

M20

8

44.600

37.300

37.300

44.600

M20

9

51.800

44.600

44.600

51.800

M20

10

59.100

51.800

51.800

59.100

M20

11

65.600

59.100

59.100

65.600

M20

12

72.000

65.600

65.600

72.000

M20

13

78.500

72.000

72.000

78.500

M20

14

85.000

78.500

78.500

85.000

M20

15

60.000

60.000

60.000

60.000

M20

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

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DOLIDAR

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Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Materials Mat

Name

E

Density 2

(kg/m3)

(kN/mm ) 1

M20

2

STEEL

3 4 5

(1/°K)

22.360

0.170

2.4E 3

10.5E -6

205.000

0.300

7.83E 3

12E -6

M25

25.000

0.170

2.4E 3

10.5E -6

ALUMINUM

68.948

0.330

2.71E 3

23E -6

CONCRETE

21.718

0.170

2.4E 3

10E -6

Supports Node

X

Y

Z

rX -

rY -

rZ -

(kN/mm)

(kN/mm)

(kN/mm)

5

Fixed

Fixed

Fixed

-

-

-

6

Fixed

Fixed

Fixed

-

-

-

7

Fixed

Fixed

Fixed

-

-

-

10

-

Fixed

-

-

-

-

13

-

Fixed

-

-

-

-

14

-

Fixed

-

-

-

-

702

4.380

8.760

4.380

-

-

-

703

4.380

8.760

4.380

-

-

-

704

4.380

8.760

4.380

-

-

-

705

4.380

8.760

4.380

-

-

-

706

4.380

8.760

4.380

-

-

-

707

4.380

8.760

4.380

-

-

-

708

4.380

8.760

4.380

-

-

-

709

4.380

8.760

4.380

-

-

-

710

4.380

8.760

4.380

-

-

-

774

4.380

8.760

4.380

-

-

-

775

4.380

8.760

4.380

-

-

-

776

4.380

8.760

4.380

-

-

-

777

4.380

8.760

4.380

-

-

-

778

4.380

8.760

4.380

-

-

-

779

4.380

8.760

4.380

-

-

-

780

4.380

8.760

4.380

-

-

-

781

4.380

8.760

4.380

-

-

-

782

4.380

8.760

4.380

-

-

-

783

4.380

8.760

4.380

-

-

-

784

4.380

8.760

4.380

-

-

-

785

4.380

8.760

4.380

-

-

-

786

4.380

8.760

4.380

-

-

-

787

4.380

8.760

4.380

-

-

-

788

4.380

8.760

4.380

-

-

-

789

4.380

8.760

4.380

-

-

-

790

4.380

8.760

4.380

-

-

-

791

4.380

8.760

4.380

-

-

-

792

4.380

8.760

4.380

-

-

-

Print Time/Date: 13/12/2011 21:24

(kN m/deg) (kN m/deg) (kN m/deg)

STAAD.Pro for Windows Release 2006

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Supports Cont... Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX -

rY -

rZ -

(kN m/deg) (kN m/deg) (kN m/deg)

793

4.380

8.760

4.380

-

-

-

794

4.380

8.760

4.380

-

-

-

795

4.380

8.760

4.380

-

-

-

796

4.380

8.760

4.380

-

-

-

797

4.380

8.760

4.380

-

-

-

798

4.380

8.760

4.380

-

-

-

799

4.380

8.760

4.380

-

-

-

800

4.380

8.760

4.380

-

-

-

801

4.380

8.760

4.380

-

-

-

802

4.380

8.760

4.380

-

-

-

803

4.380

8.760

4.380

-

-

-

804

4.380

8.760

4.380

-

-

-

805

4.380

8.760

4.380

-

-

-

806

4.380

8.760

4.380

-

-

-

807

4.380

8.760

4.380

-

-

-

808

4.380

8.760

4.380

-

-

-

809

4.380

8.760

4.380

-

-

-

810

4.380

8.760

4.380

-

-

-

811

4.380

8.760

4.380

-

-

-

812

4.380

8.760

4.380

-

-

-

813

4.380

8.760

4.380

-

-

-

814

4.380

8.760

4.380

-

-

-

815

4.380

8.760

4.380

-

-

-

816

4.380

8.760

4.380

-

-

-

817

4.380

8.760

4.380

-

-

-

818

4.380

8.760

4.380

-

-

-

819

4.380

8.760

4.380

-

-

-

820

4.380

8.760

4.380

-

-

-

821

4.380

8.760

4.380

-

-

-

822

4.380

8.760

4.380

-

-

-

823

4.380

8.760

4.380

-

-

-

824

4.380

8.760

4.380

-

-

-

825

4.380

8.760

4.380

-

-

-

826

4.380

8.760

4.380

-

-

-

827

4.380

8.760

4.380

-

-

-

874

4.380

8.760

4.380

-

-

-

875

4.380

8.760

4.380

-

-

-

876

4.380

8.760

4.380

-

-

-

877

4.380

8.760

4.380

-

-

-

878

4.380

8.760

4.380

-

-

-

879

4.380

8.760

4.380

-

-

-

880

4.380

8.760

4.380

-

-

-

881

4.380

8.760

4.380

-

-

-

882

4.380

8.760

4.380

-

-

-

946

4.380

8.760

4.380

-

-

-

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Supports Cont... Node

X (kN/mm)

Y (kN/mm)

Z (kN/mm)

rX -

rY -

rZ -

(kN m/deg) (kN m/deg) (kN m/deg)

947

4.380

8.760

4.380

-

-

-

948

4.380

8.760

4.380

-

-

-

949

4.380

8.760

4.380

-

-

-

950

4.380

8.760

4.380

-

-

-

951

4.380

8.760

4.380

-

-

-

952

4.380

8.760

4.380

-

-

-

953

4.380

8.760

4.380

-

-

-

954

4.380

8.760

4.380

-

-

-

955

4.380

8.760

4.380

-

-

-

956

4.380

8.760

4.380

-

-

-

957

4.380

8.760

4.380

-

-

-

958

4.380

8.760

4.380

-

-

-

959

4.380

8.760

4.380

-

-

-

960

4.380

8.760

4.380

-

-

-

961

4.380

8.760

4.380

-

-

-

962

4.380

8.760

4.380

-

-

-

963

4.380

8.760

4.380

-

-

-

964

4.380

8.760

4.380

-

-

-

965

4.380

8.760

4.380

-

-

-

966

4.380

8.760

4.380

-

-

-

967

4.380

8.760

4.380

-

-

-

968

4.380

8.760

4.380

-

-

-

969

4.380

8.760

4.380

-

-

-

970

4.380

8.760

4.380

-

-

-

971

4.380

8.760

4.380

-

-

-

972

4.380

8.760

4.380

-

-

-

973

4.380

8.760

4.380

-

-

-

974

4.380

8.760

4.380

-

-

-

975

4.380

8.760

4.380

-

-

-

976

4.380

8.760

4.380

-

-

-

977

4.380

8.760

4.380

-

-

-

978

4.380

8.760

4.380

-

-

-

979

4.380

8.760

4.380

-

-

-

980

4.380

8.760

4.380

-

-

-

981

4.380

8.760

4.380

-

-

-

982

4.380

8.760

4.380

-

-

-

983

4.380

8.760

4.380

-

-

-

984

4.380

8.760

4.380

-

-

-

985

4.380

8.760

4.380

-

-

-

986

4.380

8.760

4.380

-

-

-

987

4.380

8.760

4.380

-

-

-

988

4.380

8.760

4.380

-

-

-

989

4.380

8.760

4.380

-

-

-

990

4.380

8.760

4.380

-

-

-

991

4.380

8.760

4.380

-

-

-

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

Print Run 8 of 24

ENviro-tech Engineering Consulta

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Job No

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DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Supports Cont... Node

X (kN/mm)

Y

Z

(kN/mm)

(kN/mm)

rX -

rY -

rZ -

(kN m/deg) (kN m/deg) (kN m/deg)

992

4.380

8.760

4.380

-

-

-

993

4.380

8.760

4.380

-

-

-

994

4.380

8.760

4.380

-

-

-

995

4.380

8.760

4.380

-

-

-

996

4.380

8.760

4.380

-

-

-

997

4.380

8.760

4.380

-

-

-

998

4.380

8.760

4.380

-

-

-

999

4.380

8.760

4.380

-

-

-

Releases There is no data of this type.

Basic Load Cases Number

Name

1

EQ+Z

2

WIND+Z

3

SELF WEIGHT OF STRUCTURE

4

I RC: CLA SS A LOA DING POSITI ON 1 WI

5

I RC: CLA SS A LOA DING POSITI ON 2 WI

6

I RC: CLA SS A LOA DING POSITI ON 3 WI

7

I RC: CLA SS A LOA DING POSITI ON 4 WI

8

I RC: CLA SS A LOA DING POSITI ON 5 WI

9

I RC: CLA SS A LOA DING POSITI ON 6 WI

10

I RC: CLA SS A LOA DING POSITI ON 7 WI

11

IRC: CLASS A LOADING POSITION 8 WI

12

I RC: CLA SS A LOA DING POSITI ON 9 WI

13

IRC: CLASS A LOADING POSITION 10 W

14

IRC: CLASS A LOADING POSITION 11 W

15

IRC: CLASS A LOADING POSITION 12 W

16

IRC: CLASS A LOADING POSITION 13 W

17

IRC: CLASS A LOADING POSITION 14 W

18

IRC: CLASS A LOADING POSITION 15 W

19

IRC: CLASS A LOADING POSITION 16 W

20

IRC: CLASS A LOADING POSITION 17 W

21

IRC: CLASS A LOADING POSITION 18 W

22

IRC: CLASS A LOADING POSITION 19 W

23

IRC: CLASS A LOADING POSITION 20 W

24

IRC: CLASS A LOADING POSITION 21 W

25

IRC: CLASS A LOADING POSITION 22 W

26

IRC: CLASS A LOADING POSITION 23 W

27

IRC: CLASS A LOADING POSITION 24 W

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

Print Run 9 of 24

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DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Basic Load Cases Cont... Number

Name

28

IRC: CLASS A LOADING POSITION 25 W

29

IRC: CLASS A LOADING POSITION 26 W

30

IRC: CLASS A LOADING POSITION 27 W

31

IRC: CLASS A LOADING POSITION 28 W

32

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

33

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

34

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

35

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

36

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

37

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

38

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

39

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

40

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

41

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

42

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

43

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

44

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

45

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

46

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

47

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

48

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

49

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

50

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

51

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

52

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

53

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

54

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

55

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

56

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

57

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

58

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

59

I RC: CLAS S A BRAKI NG LOAD P OSI TIO

60

TEMPERATURE & SINKAGE LOAD

61

ACTIVE EARTH PRESSURE

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

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ENviro-tech Engineering Consulta

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Job No

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1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Comb.

Combination L/C Name

Primary

62

SELF WEIGHT + LOAD POSITION 1 WIT

3

SELF WEIGHT OF STRUCTURE

1.00

4

IRC: CLASS A LOADING POSITION 1 WI

1.00

63 64 65

SELF WEIGHT + LOAD POSITION 2 WIT SELF WEIGHT + LOAD POSITION 3 WIT SELF WEIGHT + LOAD POSITION 4 WIT

66

SELF WEIGHT + LOAD POSITION 5 WIT

67

SELF WEIGHT + LOAD POSITION 6 WIT

68

SELF WEIGHT + LOAD POSITION 7 WIT

69

SELF WEIGHT + LOAD POSITION 8 WIT

70

SELF WEIGHT + LOAD POSITION 9 WIT SELF WEIGHT + LOAD POSITION 10 WI

3

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 2 WI

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

6

IRC: CLASS A LOADING POSITION 3 WI

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

7

IRC: CLASS A LOADING POSITION 4 WI

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

8

IRC: CLASS A LOADING POSITION 5 WI

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

9

IRC: CLASS A LOADING POSITION 6 WI

1.00

SELF WEIGHT OF STRUCTURE

1.00

10

3

IRC: CLASS A LOADING POSITION 7 WI

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

11

IRC: CLASS A LOADING POSITION 8 WI

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 9 WI

1.00

3 3 13

72

SELF WEIGHT + LOAD POSITION 11 WI

73

SELF WEIGHT + LOAD POSITION 12 WI

3 14 3 15

74

SELF WEIGHT + LOAD POSITION 13 WI

3 16

75

SELF WEIGHT + LOAD POSITION 14 WI

76

SELF WEIGHT + LOAD POSITION 15 WI

3 17 3 18

77

SELF WEIGHT + LOAD POSITION 16 WI

3 19

78

SELF WEIGHT + LOAD POSITION 17 WI

79

SELF WEIGHT + LOAD POSITION 18 WI

3 20 3 21

80

SELF WEIGHT + LOAD POSITION 19 WI

3 22

81

SELF WEIGHT + LOAD POSITION 20 WI

3 23

82

SELF WEIGHT + LOAD POSITION 21 WI

3 24

83

SELF WEIGHT + LOAD POSITION 22 WI

84

SELF WEIGHT + LOAD POSITION 23 WI

3 25

Print Time/Date: 13/12/2011 21:24

Factor

5

12 71

Primary L/C Name

3

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 10 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 11 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 12 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 13 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 14 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 15 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 16 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 17 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 18 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 19 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 20 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 21 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 22 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

STAAD.Pro for Windows Release 2006

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

Combination L/C Name

85

SELF WEIGHT + LOAD POSITION 24 WI

86

SELF WEIGHT + LOAD POSITION 25 WI

Primary

Primary L/C Name

26

IRC: CLASS A LOADING POSITION 23 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 24 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 25 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 26 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 27 W

1.00

3 27 3 28

87

SELF WEIGHT + LOAD POSITION 26 WI

88

SELF WEIGHT + LOAD POSITION 27 WI

3 29 3 30

89

SELF WEIGHT + LOAD POSITION 28 WI

3 31

90

91

92

93

94

95

SELF WT + LOAD POSITION 1 +BRAK L

SELF WT + LOAD POSITION 2 +BRAK L

SELF WT + LOAD POSITION 3 +BRAK L

SELF WT + LOAD POSITION 4 +BRAK L

SELF WT + LOAD POSITION 5 +BRAK L

SELF WT + LOAD POSITION 6 +BRAK L

Print Time/Date: 13/12/2011 21:24

3

Factor

SELF WEIGHT OF STRUCTURE

1.00

IRC: CLASS A LOADING POSITION 28 W

1.00

SELF WEIGHT OF STRUCTURE

1.00

4

IRC: CLASS A LOADING POSITION 1 WI

1.00

32

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

5

IRC: CLASS A LOADING POSITION 2 WI

1.00

33

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

6

IRC: CLASS A LOADING POSITION 3 WI

1.00

34

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

7

IRC: CLASS A LOADING POSITION 4 WI

1.00

35

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

8

IRC: CLASS A LOADING POSITION 5 WI

1.00

36

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

9

IRC: CLASS A LOADING POSITION 6 WI

1.00

37

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

STAAD.Pro for Windows Release 2006

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ENviro-tech Engineering Consulta

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Job No

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1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

96

97

98

99

100

101

102

103

Combination L/C Name

Primary

SELF WT + LOAD POSITION 7 +BRAK L

SELF WT + LOAD POSITION 8 +BRAK L

SELF WT + LOAD POSITION 9 +BRAK L

SELF WT + LOAD POS 10+BRAK LOAD

SELF WT + LOAD POS 11 +BRAK LOAD

SELF WT + LOAD POS 12 +BRAK LOAD

SELF WT + LOAD POS 13 +BRAK LOAD

SELF WT + LOAD POS 14 +BRAK LOAD

Print Time/Date: 13/12/2011 21:24

Primary L/C Name

Factor

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

SELF WEIGHT OF STRUCTURE

1.00

10

3

IRC: CLASS A LOADING POSITION 7 WI

1.00

38

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

11

IRC: CLASS A LOADING POSITION 8 WI

1.00

39

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

12

IRC: CLASS A LOADING POSITION 9 WI

1.00

40

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

13

IRC: CLASS A LOADING POSITION 10 W

1.00

41

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

14

IRC: CLASS A LOADING POSITION 11 W

1.00

42

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

15

IRC: CLASS A LOADING POSITION 12 W

1.00

43

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

16

IRC: CLASS A LOADING POSITION 13 W

1.00

44

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

STAAD.Pro for Windows Release 2006

Print Run 13 of 24

ENviro-tech Engineering Consulta

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Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

104

105

106

107

108

109

110

Combination L/C Name

SELF WT + LOAD POS 15 +BRAK LOAD

SELF WT + LOAD POS 16 +BRAK LOAD

SELF WT + LOAD POS 17 +BRAK LOAD

SELF WT + LOAD POS 18 +BRAK LOAD

SELF WT + LOAD POS 19 +BRAK LOAD

SELF WT + LOAD POS 20 +BRAK LOAD

SELF WT + LOAD POS 21 +BRAK LOAD

Print Time/Date: 13/12/2011 21:24

Primary

Primary L/C Name

17

IRC: CLASS A LOADING POSITION 14 W

1.00

45

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

18

IRC: CLASS A LOADING POSITION 15 W

1.00

46

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

19

IRC: CLASS A LOADING POSITION 16 W

1.00

47

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

20

IRC: CLASS A LOADING POSITION 17 W

1.00

48

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

21

IRC: CLASS A LOADING POSITION 18 W

1.00

49

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

22

IRC: CLASS A LOADING POSITION 19 W

1.00

50

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

23

IRC: CLASS A LOADING POSITION 20 W

1.00

51

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

24

IRC: CLASS A LOADING POSITION 21 W

1.00

52

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

STAAD.Pro for Windows Release 2006

Factor

Print Run 14 of 24

ENviro-tech Engineering Consulta

Client

Sheet No

Rev

15

1

1

Part

Software licensed to ME Job Title

Job No

Ref

1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

111

112

113

114

115

116

117

118

Combination L/C Name

Primary

SELF WT + LOAD POS 22 +BRAK LOAD

SELF WT + LOAD POS 23 +BRAK LOAD

SELF WT + LOAD POS 24 +BRAK LOAD

SELF WT + LOAD POS 25 +BRAK LOAD

SELF WT + LOAD POS 26 +BRAK LOAD

SELF WT + LOAD POS 27 +BRAK LOAD

SELF WT + LOAD POS 28 +BRAK LOAD

SELF WT + LOAD POS 1 +BRAK LOAD P

Print Time/Date: 13/12/2011 21:24

Primary L/C Name

Factor

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

SELF WEIGHT OF STRUCTURE

1.00

25

3

IRC: CLASS A LOADING POSITION 22 W

1.00

53

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

26

IRC: CLASS A LOADING POSITION 23 W

1.00

54

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

27

IRC: CLASS A LOADING POSITION 24 W

1.00

55

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

28

IRC: CLASS A LOADING POSITION 25 W

1.00

56

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

29

IRC: CLASS A LOADING POSITION 26 W

1.00

57

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

30

IRC: CLASS A LOADING POSITION 27 W

1.00

58

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

31

IRC: CLASS A LOADING POSITION 28 W

1.00

59

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

1

EQ+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

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Job No

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DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

119

120

121

122

123

124

125

Combination L/C Name

SELF WT + LOAD POS 2 +BRAK LOAD P

SELF WT + LOAD POS 3 +BRAK LOAD P

SELF WT + LOAD POS 4 +BRAK LOAD P

SELF WT + LOAD POS 5 +BRAK LOAD P

SELF WT + LOAD POS 6 +BRAK LOAD P

SELF WT + LOAD POS 7 +BRAK LOAD P

SELF WT + LOAD POS 8 +BRAK LOAD P

Print Time/Date: 13/12/2011 21:24

Primary

Primary L/C Name

Factor

4

IRC: CLASS A LOADING POSITION 1 WI

1.00

32

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

5

IRC: CLASS A LOADING POSITION 2 WI

1.00

33

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

6

IRC: CLASS A LOADING POSITION 3 WI

1.00

34

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

7

IRC: CLASS A LOADING POSITION 4 WI

1.00

35

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

8

IRC: CLASS A LOADING POSITION 5 WI

1.00

36

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

9

IRC: CLASS A LOADING POSITION 6 WI

1.00

37

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

10

IRC: CLASS A LOADING POSITION 7 WI

1.00

38

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

11

IRC: CLASS A LOADING POSITION 8 WI

1.00

39

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

STAAD.Pro for Windows Release 2006

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Job No

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1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

126

127

128

129

130

131

132

133

Combination L/C Name

Primary

SELF WT + LOAD POS 9 +BRAK LOAD P

SELF WT + LOAD POS 10 +BRAK LOAD

SELF WT + LOAD POS 11 +BRAK LOAD

SELF WT + LOAD POS 12 +BRAK LOAD

SELF WT + LOAD POS 13 +BRAK LOAD

SELF WT + LOAD POS 14 +BRAK LOAD

SELF WT + LOAD POS 15 +BRAK LOAD

SELF WT + LOAD POS 16 +BRAK LOAD

Print Time/Date: 13/12/2011 21:24

Primary L/C Name

Factor

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

SELF WEIGHT OF STRUCTURE

1.00

12

3

IRC: CLASS A LOADING POSITION 9 WI

1.00

40

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

13

IRC: CLASS A LOADING POSITION 10 W

1.00

41

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

14

IRC: CLASS A LOADING POSITION 11 W

1.00

42

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

15

IRC: CLASS A LOADING POSITION 12 W

1.00

43

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

16

IRC: CLASS A LOADING POSITION 13 W

1.00

44

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

17

IRC: CLASS A LOADING POSITION 14 W

1.00

45

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

18

IRC: CLASS A LOADING POSITION 15 W

1.00

46

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

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Job No

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1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

134

135

136

137

138

139

140

Combination L/C Name

SELF WT + LOAD POS 17 +BRAK LOAD

SELF WT + LOAD POS 18 +BRAK LOAD

SELF WT + LOAD POS 19 +BRAK LOAD

SELF WT + LOAD POS 20 +BRAK LOAD

SELF WT + LOAD POS 21 +BRAK LOAD

SELF WT + LOAD POS 22 +BRAK LOAD

SELF WT + LOAD POS 23 +BRAK LOAD

Print Time/Date: 13/12/2011 21:24

Primary

Primary L/C Name

19

IRC: CLASS A LOADING POSITION 16 W

1.00

47

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

20

IRC: CLASS A LOADING POSITION 17 W

1.00

48

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

21

IRC: CLASS A LOADING POSITION 18 W

1.00

49

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

22

IRC: CLASS A LOADING POSITION 19 W

1.00

50

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

23

IRC: CLASS A LOADING POSITION 20 W

1.00

51

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

24

IRC: CLASS A LOADING POSITION 21 W

1.00

52

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

25

IRC: CLASS A LOADING POSITION 22 W

1.00

53

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

26

IRC: CLASS A LOADING POSITION 23 W

1.00

54

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

STAAD.Pro for Windows Release 2006

Factor

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Job No

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1

DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

06-Dec-11 Date/Time

Chd

13-Dec-2011 18:10

Combination Load Cases Cont... Comb.

141

142

143

144

145

Combination L/C Name

Primary

SELF WT + LOAD POS 24 +BRAK LOAD

SELF WT + LOAD POS 25 +BRAK LOAD

SELF WT + LOAD POS 26 +BRAK LOAD

SELF WT + LOAD POS 27 +BRAK LOAD

SELF WT + LOAD POS 28 +BRAK LOAD

Primary L/C Name

Factor

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

SELF WEIGHT OF STRUCTURE

1.00

27

3

IRC: CLASS A LOADING POSITION 24 W

1.00

55

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

28

IRC: CLASS A LOADING POSITION 25 W

1.00

56

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

29

IRC: CLASS A LOADING POSITION 26 W

1.00

57

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

30

IRC: CLASS A LOADING POSITION 27 W

1.00

58

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

3

SELF WEIGHT OF STRUCTURE

1.00

31

IRC: CLASS A LOADING POSITION 28 W

1.00

59

IRC: CLASS A BRAKING LOAD POSITIO

1.00

60

TEMPERATURE & SINKAGE LOAD

1.00

61

ACTIVE EARTH PRESSURE

1.00

2

WIND+Z

1.00

Wind Load Definition : Type 1 Intensity

Height

(N/mm2)

(m)

N/A

N/A

Print Time/Date: 13/12/2011 21:24

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DOLIDAR

By

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Date

File

Mainabhati River.std

Chd

06-Dec-11 Date/Time

13-Dec-2011 18:10

Y X Z

Load 3 : Bending Z

Whole Structure Mz 100kNm:1m 3 SELF WEIGHT OF STRUCTURE (Input data was modified after picture taken) MX (local) kNm/m <= -22 -18.9 -15.9 -12.8 -9.78 -6.73 -3.67 -0.617 2.44 5.49 8.55 11.6 14.7 17.7 20.8 23.8 >= 26.9

Y X Z

Load 3

Whole Structure (Input data was modified after picture taken)

Print Time/Date: 13/12/2011 21:24

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DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

Chd

06-Dec-11 Date/Time

13-Dec-2011 18:10

Y X Z

Load 1

EQ+Z (Input data was modified after picture taken)

Y X Z

Load 2

Wind+Z (Input data was modified after picture taken)

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DOLIDAR

By

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Date

File

Mainabhati River.std

Chd

06-Dec-11 Date/Time

13-Dec-2011 18:10

MX (local) kNm/m <= -148 -129 -111 -92 -73.3 -54.5 -35.8 -17.1 1.68 20.4 39.1 57.9 76.6 95.4 114 133 >= 152

Y X Z

Load 61

Active earth pressure on abutments (Input data was modified after picture taken)

Y X Z

Load 3 : Shear Y

Whole Structure Fy 100kN:1m 3 SELF WEIGHT OF STRUCTURE (Input data was modified af ter picture taken)

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DOLIDAR

By

Prakash

Date

File

Mainabhati River.std

Chd

06-Dec-11 Date/Time

13-Dec-2011 18:10

Y X Z

Load 3 : Axial Force

Whole Structure Fx 2500kN:1m 3 SELF WEIGHT OF STRUCTURE (Input data was modified aft er picture taken)

Y X Z

Load 4

IRC SLS Class A (Input data was modified after picture taken)

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By

Prakash

Date

File

Mainabhati River.std

Chd

06-Dec-11 Date/Time

13-Dec-2011 18:10

Y X Z

Load 31

IRC SLS Class A (Input data was modified after picture taken)

Y X Z

Load 61

Active Earth pressure on abutments (Input data was modified after picture taken)

Print Time/Date: 13/12/2011 21:24

STAAD.Pro for Windows Release 2006

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