design of box drain ( 8m x 3.10m ) - 10.07.2012
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
1 1 1 -0.23 4.03 0.00 0.00 0.00 3.90
2 0.23 -3.84 0.00 0.00 0.00 -3.11
2 1 0.15 1.06 0.00 0.00 0.00 1.10
2 -0.15 -1.01 0.00 0.00 0.00 -0.89
3 1 4.27 0.00 0.00 0.00 0.00 0.83
2 -4.27 0.00 0.00 0.00 0.00 -0.83
4 1 0.74 3.82 0.00 0.00 0.00 4.33
2 -0.74 -3.57 0.00 0.00 0.00 -3.59
5 1 0.21 7.91 0.00 0.00 0.00 4.49
2 -0.21 -7.14 0.00 0.00 0.00 -2.98
6 1 0.44 2.30 0.00 0.00 0.00 2.60
2 -0.44 -2.14 0.00 0.00 0.00 -2.15
7 1 0.12 4.98 0.00 0.00 0.00 2.79
2 -0.12 -4.49 0.00 0.00 0.00 -1.84
21 1 4.92 8.91 0.00 0.00 0.00 10.15
2 -4.92 -8.42 0.00 0.00 0.00 -8.42
22 1 4.40 13.01 0.00 0.00 0.00 10.31
2 -4.40 -11.99 0.00 0.00 0.00 -7.81
31 1 4.63 7.39 0.00 0.00 0.00 8.42
2 -4.63 -6.99 0.00 0.00 0.00 -6.98
32 1 4.31 10.08 0.00 0.00 0.00 8.61
2 -4.31 -9.34 0.00 0.00 0.00 -6.67
35 1 4.19 5.09 0.00 0.00 0.00 5.83
2 -4.19 -4.85 0.00 0.00 0.00 -4.83
2 1 2 -0.23 3.84 0.00 0.00 0.00 3.11
3 0.23 -3.36 0.00 0.00 0.00 -1.31
2 2 0.15 1.01 0.00 0.00 0.00 0.89
3 -0.15 -0.89 0.00 0.00 0.00 -0.42
3 2 4.27 0.00 0.00 0.00 0.00 0.83
3 -4.27 0.00 0.00 0.00 0.00 -0.83
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
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MEMBER END FORCES STRUCTURE TYPE = SPACE
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MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
4 2 0.74 3.57 0.00 0.00 0.00 3.59
3 -0.74 -2.94 0.00 0.00 0.00 -1.96
5 2 0.21 7.14 0.00 0.00 0.00 2.98
3 -0.21 -5.21 0.00 0.00 0.00 0.10
6 2 0.44 2.14 0.00 0.00 0.00 2.15
3 -0.44 -1.76 0.00 0.00 0.00 -1.18
7 2 0.12 4.49 0.00 0.00 0.00 1.84
3 -0.12 -3.26 0.00 0.00 0.00 0.10
21 2 4.92 8.42 0.00 0.00 0.00 8.42
3 -4.92 -7.18 0.00 0.00 0.00 -4.52
22 2 4.40 11.99 0.00 0.00 0.00 7.81
3 -4.40 -9.46 0.00 0.00 0.00 -2.45
31 2 4.63 6.99 0.00 0.00 0.00 6.98
3 -4.63 -6.00 0.00 0.00 0.00 -3.74
32 2 4.31 9.34 0.00 0.00 0.00 6.67
3 -4.31 -7.50 0.00 0.00 0.00 -2.46
35 2 4.19 4.85 0.00 0.00 0.00 4.83
3 -4.19 -4.25 0.00 0.00 0.00 -2.56
3 1 3 -0.23 3.36 0.00 0.00 0.00 1.31
4 0.23 -2.52 0.00 0.00 0.00 1.26
2 3 0.15 0.89 0.00 0.00 0.00 0.42
4 -0.15 -0.66 0.00 0.00 0.00 0.26
3 3 4.27 0.00 0.00 0.00 0.00 0.83
4 -4.27 0.00 0.00 0.00 0.00 -0.83
4 3 0.74 2.94 0.00 0.00 0.00 1.96
4 -0.74 -2.57 0.00 0.00 0.00 0.34
5 3 0.21 5.21 0.00 0.00 0.00 -0.10
4 -0.21 -1.83 0.00 0.00 0.00 3.19
6 3 0.44 1.76 0.00 0.00 0.00 1.18
4 -0.44 -1.54 0.00 0.00 0.00 0.20
7 3 0.12 3.26 0.00 0.00 0.00 -0.10
4 -0.12 -1.11 0.00 0.00 0.00 2.01
21 3 4.92 7.18 0.00 0.00 0.00 4.52
4 -4.92 -5.75 0.00 0.00 0.00 1.03
22 3 4.40 9.46 0.00 0.00 0.00 2.45
4 -4.40 -5.02 0.00 0.00 0.00 3.88
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
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MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
31 3 4.63 6.00 0.00 0.00 0.00 3.74
4 -4.63 -4.73 0.00 0.00 0.00 0.89
32 3 4.31 7.50 0.00 0.00 0.00 2.46
4 -4.31 -4.29 0.00 0.00 0.00 2.70
35 3 4.19 4.25 0.00 0.00 0.00 2.56
4 -4.19 -3.18 0.00 0.00 0.00 0.69
4 1 4 -0.23 2.52 0.00 0.00 0.00 -1.26
5 0.23 -1.68 0.00 0.00 0.00 3.10
2 4 0.15 0.66 0.00 0.00 0.00 -0.26
5 -0.15 -0.44 0.00 0.00 0.00 0.75
3 4 4.27 0.00 0.00 0.00 0.00 0.83
5 -4.27 0.00 0.00 0.00 0.00 -0.83
4 4 0.74 2.57 0.00 0.00 0.00 -0.34
5 -0.74 -2.57 0.00 0.00 0.00 2.59
5 4 0.21 1.83 0.00 0.00 0.00 -3.19
5 -0.21 0.35 0.00 0.00 0.00 3.50
6 4 0.44 1.54 0.00 0.00 0.00 -0.20
5 -0.44 -1.54 0.00 0.00 0.00 1.55
7 4 0.12 1.11 0.00 0.00 0.00 -2.01
5 -0.12 0.22 0.00 0.00 0.00 2.17
21 4 4.92 5.75 0.00 0.00 0.00 -1.03
5 -4.92 -4.69 0.00 0.00 0.00 5.60
22 4 4.40 5.02 0.00 0.00 0.00 -3.88
5 -4.40 -1.78 0.00 0.00 0.00 6.51
31 4 4.63 4.73 0.00 0.00 0.00 -0.89
5 -4.63 -3.66 0.00 0.00 0.00 4.56
32 4 4.31 4.29 0.00 0.00 0.00 -2.70
5 -4.31 -1.90 0.00 0.00 0.00 5.19
35 4 4.19 3.18 0.00 0.00 0.00 -0.69
5 -4.19 -2.12 0.00 0.00 0.00 3.02
5 1 5 -0.23 1.68 0.00 0.00 0.00 -3.10
6 0.23 -0.84 0.00 0.00 0.00 4.20
2 5 0.15 0.44 0.00 0.00 0.00 -0.75
6 -0.15 -0.22 0.00 0.00 0.00 1.04
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
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MEMBER END FORCES STRUCTURE TYPE = SPACE
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MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
3 5 4.27 0.00 0.00 0.00 0.00 0.83
6 -4.27 0.00 0.00 0.00 0.00 -0.83
4 5 0.74 2.57 0.00 0.00 0.00 -2.59
6 -0.74 -1.80 0.00 0.00 0.00 4.69
5 5 0.21 -0.35 0.00 0.00 0.00 -3.50
6 -0.21 0.35 0.00 0.00 0.00 3.19
6 5 0.44 1.54 0.00 0.00 0.00 -1.55
6 -0.44 -1.10 0.00 0.00 0.00 2.82
7 5 0.12 -0.22 0.00 0.00 0.00 -2.17
6 -0.12 0.22 0.00 0.00 0.00 1.97
21 5 4.92 4.69 0.00 0.00 0.00 -5.60
6 -4.92 -2.86 0.00 0.00 0.00 9.10
22 5 4.40 1.78 0.00 0.00 0.00 -6.51
6 -4.40 -0.71 0.00 0.00 0.00 7.60
31 5 4.63 3.66 0.00 0.00 0.00 -4.56
6 -4.63 -2.16 0.00 0.00 0.00 7.23
32 5 4.31 1.90 0.00 0.00 0.00 -5.19
6 -4.31 -0.84 0.00 0.00 0.00 6.38
35 5 4.19 2.12 0.00 0.00 0.00 -3.02
6 -4.19 -1.06 0.00 0.00 0.00 4.41
6 1 6 -0.23 0.84 0.00 0.00 0.00 -4.20
7 0.23 0.00 0.00 0.00 0.00 4.57
2 6 0.15 0.22 0.00 0.00 0.00 -1.04
7 -0.15 0.00 0.00 0.00 0.00 1.13
3 6 4.27 0.00 0.00 0.00 0.00 0.83
7 -4.27 0.00 0.00 0.00 0.00 -0.83
4 6 0.74 1.80 0.00 0.00 0.00 -4.69
7 -0.74 0.04 0.00 0.00 0.00 5.46
5 6 0.21 -0.35 0.00 0.00 0.00 -3.19
7 -0.21 0.35 0.00 0.00 0.00 2.89
6 6 0.44 1.10 0.00 0.00 0.00 -2.82
7 -0.44 0.03 0.00 0.00 0.00 3.29
7 6 0.12 -0.22 0.00 0.00 0.00 -1.97
7 -0.12 0.22 0.00 0.00 0.00 1.78
21 6 4.92 2.86 0.00 0.00 0.00 -9.10
7 -4.92 0.04 0.00 0.00 0.00 10.34
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
22 6 4.40 0.71 0.00 0.00 0.00 -7.60
7 -4.40 0.35 0.00 0.00 0.00 7.76
31 6 4.63 2.16 0.00 0.00 0.00 -7.23
7 -4.63 0.03 0.00 0.00 0.00 8.17
32 6 4.31 0.84 0.00 0.00 0.00 -6.38
7 -4.31 0.22 0.00 0.00 0.00 6.65
35 6 4.19 1.06 0.00 0.00 0.00 -4.41
7 -4.19 0.00 0.00 0.00 0.00 4.87
7 1 7 -0.23 0.00 0.00 0.00 0.00 -4.57
8 0.23 0.84 0.00 0.00 0.00 4.20
2 7 0.15 0.00 0.00 0.00 0.00 -1.13
8 -0.15 0.22 0.00 0.00 0.00 1.04
3 7 4.27 0.00 0.00 0.00 0.00 0.83
8 -4.27 0.00 0.00 0.00 0.00 -0.83
4 7 0.74 -0.04 0.00 0.00 0.00 -5.46
8 -0.74 1.89 0.00 0.00 0.00 4.62
5 7 0.21 -0.35 0.00 0.00 0.00 -2.89
8 -0.21 0.35 0.00 0.00 0.00 2.59
6 7 0.44 -0.03 0.00 0.00 0.00 -3.29
8 -0.44 1.15 0.00 0.00 0.00 2.78
7 7 0.12 -0.22 0.00 0.00 0.00 -1.78
8 -0.12 0.22 0.00 0.00 0.00 1.59
21 7 4.92 -0.04 0.00 0.00 0.00 -10.34
8 -4.92 2.95 0.00 0.00 0.00 9.03
22 7 4.40 -0.35 0.00 0.00 0.00 -7.76
8 -4.40 1.41 0.00 0.00 0.00 7.00
31 7 4.63 -0.03 0.00 0.00 0.00 -8.17
8 -4.63 2.22 0.00 0.00 0.00 7.18
32 7 4.31 -0.22 0.00 0.00 0.00 -6.65
8 -4.31 1.28 0.00 0.00 0.00 5.99
35 7 4.19 0.00 0.00 0.00 0.00 -4.87
8 -4.19 1.06 0.00 0.00 0.00 4.41
8 1 8 -0.23 -0.84 0.00 0.00 0.00 -4.20
9 0.23 1.68 0.00 0.00 0.00 3.10
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 8 0.15 -0.22 0.00 0.00 0.00 -1.04
9 -0.15 0.44 0.00 0.00 0.00 0.75
3 8 4.27 0.00 0.00 0.00 0.00 0.83
9 -4.27 0.00 0.00 0.00 0.00 -0.83
4 8 0.74 -1.89 0.00 0.00 0.00 -4.62
9 -0.74 2.66 0.00 0.00 0.00 2.43
5 8 0.21 -0.35 0.00 0.00 0.00 -2.59
9 -0.21 1.39 0.00 0.00 0.00 1.88
6 8 0.44 -1.15 0.00 0.00 0.00 -2.78
9 -0.44 1.59 0.00 0.00 0.00 1.46
7 8 0.12 -0.22 0.00 0.00 0.00 -1.59
9 -0.12 0.86 0.00 0.00 0.00 1.16
21 8 4.92 -2.95 0.00 0.00 0.00 -9.03
9 -4.92 4.78 0.00 0.00 0.00 5.45
22 8 4.40 -1.41 0.00 0.00 0.00 -7.00
9 -4.40 3.51 0.00 0.00 0.00 4.90
31 8 4.63 -2.22 0.00 0.00 0.00 -7.18
9 -4.63 3.72 0.00 0.00 0.00 4.47
32 8 4.31 -1.28 0.00 0.00 0.00 -5.99
9 -4.31 2.98 0.00 0.00 0.00 4.17
35 8 4.19 -1.06 0.00 0.00 0.00 -4.41
9 -4.19 2.12 0.00 0.00 0.00 3.02
9 1 9 -0.23 -1.68 0.00 0.00 0.00 -3.10
10 0.23 2.52 0.00 0.00 0.00 1.26
2 9 0.15 -0.44 0.00 0.00 0.00 -0.75
10 -0.15 0.66 0.00 0.00 0.00 0.26
3 9 4.27 0.00 0.00 0.00 0.00 0.83
10 -4.27 0.00 0.00 0.00 0.00 -0.83
4 9 0.74 -2.66 0.00 0.00 0.00 -2.43
10 -0.74 2.66 0.00 0.00 0.00 0.11
5 9 0.21 -1.39 0.00 0.00 0.00 -1.88
10 -0.21 2.02 0.00 0.00 0.00 0.26
6 9 0.44 -1.59 0.00 0.00 0.00 -1.46
10 -0.44 1.59 0.00 0.00 0.00 0.06
7 9 0.12 -0.86 0.00 0.00 0.00 -1.16
10 -0.12 1.24 0.00 0.00 0.00 0.16
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
21 9 4.92 -4.78 0.00 0.00 0.00 -5.45
10 -4.92 5.84 0.00 0.00 0.00 0.80
22 9 4.40 -3.51 0.00 0.00 0.00 -4.90
10 -4.40 5.20 0.00 0.00 0.00 0.96
31 9 4.63 -3.72 0.00 0.00 0.00 -4.47
10 -4.63 4.78 0.00 0.00 0.00 0.76
32 9 4.31 -2.98 0.00 0.00 0.00 -4.17
10 -4.31 4.42 0.00 0.00 0.00 0.85
35 9 4.19 -2.12 0.00 0.00 0.00 -3.02
10 -4.19 3.18 0.00 0.00 0.00 0.69
10 1 10 -0.23 -2.52 0.00 0.00 0.00 -1.26
11 0.23 3.36 0.00 0.00 0.00 -1.31
2 10 0.15 -0.66 0.00 0.00 0.00 -0.26
11 -0.15 0.89 0.00 0.00 0.00 -0.42
3 10 4.27 0.00 0.00 0.00 0.00 0.83
11 -4.27 0.00 0.00 0.00 0.00 -0.83
4 10 0.74 -2.66 0.00 0.00 0.00 -0.11
11 -0.74 2.66 0.00 0.00 0.00 -2.22
5 10 0.21 -2.02 0.00 0.00 0.00 -0.26
11 -0.21 2.02 0.00 0.00 0.00 -1.50
6 10 0.44 -1.59 0.00 0.00 0.00 -0.06
11 -0.44 1.59 0.00 0.00 0.00 -1.33
7 10 0.12 -1.24 0.00 0.00 0.00 -0.16
11 -0.12 1.24 0.00 0.00 0.00 -0.93
21 10 4.92 -5.84 0.00 0.00 0.00 -0.80
11 -4.92 6.90 0.00 0.00 0.00 -4.78
22 10 4.40 -5.20 0.00 0.00 0.00 -0.96
11 -4.40 6.27 0.00 0.00 0.00 -4.06
31 10 4.63 -4.78 0.00 0.00 0.00 -0.76
11 -4.63 5.84 0.00 0.00 0.00 -3.89
32 10 4.31 -4.42 0.00 0.00 0.00 -0.85
11 -4.31 5.48 0.00 0.00 0.00 -3.48
35 10 4.19 -3.18 0.00 0.00 0.00 -0.69
11 -4.19 4.25 0.00 0.00 0.00 -2.56
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'6/:3)
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
11 1 11 -0.23 -3.36 0.00 0.00 0.00 1.31
12 0.23 3.84 0.00 0.00 0.00 -3.11
2 11 0.15 -0.89 0.00 0.00 0.00 0.42
12 -0.15 1.01 0.00 0.00 0.00 -0.89
3 11 4.27 0.00 0.00 0.00 0.00 0.83
12 -4.27 0.00 0.00 0.00 0.00 -0.83
4 11 0.74 -2.66 0.00 0.00 0.00 2.22
12 -0.74 2.66 0.00 0.00 0.00 -3.55
5 11 0.21 -2.02 0.00 0.00 0.00 1.50
12 -0.21 2.02 0.00 0.00 0.00 -2.51
6 11 0.44 -1.59 0.00 0.00 0.00 1.33
12 -0.44 1.59 0.00 0.00 0.00 -2.13
7 11 0.12 -1.24 0.00 0.00 0.00 0.93
12 -0.12 1.24 0.00 0.00 0.00 -1.54
21 11 4.92 -6.90 0.00 0.00 0.00 4.78
12 -4.92 7.51 0.00 0.00 0.00 -8.38
22 11 4.40 -6.27 0.00 0.00 0.00 4.06
12 -4.40 6.87 0.00 0.00 0.00 -7.34
31 11 4.63 -5.84 0.00 0.00 0.00 3.89
12 -4.63 6.45 0.00 0.00 0.00 -6.96
32 11 4.31 -5.48 0.00 0.00 0.00 3.48
12 -4.31 6.09 0.00 0.00 0.00 -6.38
35 11 4.19 -4.25 0.00 0.00 0.00 2.56
12 -4.19 4.85 0.00 0.00 0.00 -4.83
12 1 12 -0.23 -3.84 0.00 0.00 0.00 3.11
13 0.23 4.03 0.00 0.00 0.00 -3.90
2 12 0.15 -1.01 0.00 0.00 0.00 0.89
13 -0.15 1.06 0.00 0.00 0.00 -1.10
3 12 4.27 0.00 0.00 0.00 0.00 0.83
13 -4.27 0.00 0.00 0.00 0.00 -0.83
4 12 0.74 -2.66 0.00 0.00 0.00 3.55
13 -0.74 2.66 0.00 0.00 0.00 -4.08
5 12 0.21 -2.02 0.00 0.00 0.00 2.51
13 -0.21 2.02 0.00 0.00 0.00 -2.92
6 12 0.44 -1.59 0.00 0.00 0.00 2.13
13 -0.44 1.59 0.00 0.00 0.00 -2.45
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'6/:3)
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
7 12 0.12 -1.24 0.00 0.00 0.00 1.54
13 -0.12 1.24 0.00 0.00 0.00 -1.79
21 12 4.92 -7.51 0.00 0.00 0.00 8.38
13 -4.92 7.75 0.00 0.00 0.00 -9.91
22 12 4.40 -6.87 0.00 0.00 0.00 7.34
13 -4.40 7.11 0.00 0.00 0.00 -8.74
31 12 4.63 -6.45 0.00 0.00 0.00 6.96
13 -4.63 6.69 0.00 0.00 0.00 -8.27
32 12 4.31 -6.09 0.00 0.00 0.00 6.38
13 -4.31 6.33 0.00 0.00 0.00 -7.62
35 12 4.19 -4.85 0.00 0.00 0.00 4.83
13 -4.19 5.09 0.00 0.00 0.00 -5.83
33:;//0/:/.404)0'0/')4/:3)
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
29 1 29 0.00 -6.93 0.00 0.00 0.00 -4.70
30 0.00 7.14 0.00 0.00 0.00 3.29
2 29 0.00 -1.00 0.00 0.00 0.00 -0.58
30 0.00 1.00 0.00 0.00 0.00 0.38
3 29 0.00 -0.05 0.00 0.00 0.00 -1.78
30 0.00 0.05 0.00 0.00 0.00 1.77
4 29 0.00 -3.59 0.00 0.00 0.00 -1.73
30 0.00 3.59 0.00 0.00 0.00 1.02
5 29 0.00 -7.44 0.00 0.00 0.00 -3.76
30 0.00 7.44 0.00 0.00 0.00 2.27
6 29 0.00 -2.16 0.00 0.00 0.00 -1.04
30 0.00 2.16 0.00 0.00 0.00 0.61
7 29 0.00 -4.68 0.00 0.00 0.00 -2.36
30 0.00 4.68 0.00 0.00 0.00 1.43
21 29 0.00 -11.58 0.00 0.00 0.00 -8.80
30 0.00 11.79 0.00 0.00 0.00 6.46
22 29 0.00 -15.42 0.00 0.00 0.00 -10.82
30 0.00 15.63 0.00 0.00 0.00 7.71
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
6 31 0.00 -1.01 0.00 0.00 0.00 0.25
32 0.00 1.01 0.00 0.00 0.00 -1.13
7 31 0.00 -2.07 0.00 0.00 0.00 0.42
32 0.00 2.07 0.00 0.00 0.00 -2.23
21 31 0.00 -5.77 0.00 0.00 0.00 -1.63
32 0.00 6.71 0.00 0.00 0.00 -3.83
22 31 0.00 -7.39 0.00 0.00 0.00 -1.38
32 0.00 8.33 0.00 0.00 0.00 -5.49
31 31 0.00 -5.10 0.00 0.00 0.00 -1.80
32 0.00 6.05 0.00 0.00 0.00 -3.08
32 31 0.00 -6.17 0.00 0.00 0.00 -1.63
32 0.00 7.11 0.00 0.00 0.00 -4.18
35 31 0.00 -4.09 0.00 0.00 0.00 -2.05
32 0.00 5.04 0.00 0.00 0.00 -1.95
32 1 32 0.00 -1.43 0.00 0.00 0.00 2.82
33 0.00 2.37 0.00 0.00 0.00 -4.48
2 32 0.00 -0.25 0.00 0.00 0.00 0.47
33 0.00 0.25 0.00 0.00 0.00 -0.69
3 32 0.00 -0.39 0.00 0.00 0.00 -1.34
33 0.00 0.39 0.00 0.00 0.00 1.00
4 32 0.00 -0.70 0.00 0.00 0.00 1.88
33 0.00 0.70 0.00 0.00 0.00 -2.495 32 0.00 -1.11 0.00 0.00 0.00 3.54
33 0.00 1.11 0.00 0.00 0.00 -4.52
6 32 0.00 -0.42 0.00 0.00 0.00 1.13
33 0.00 0.42 0.00 0.00 0.00 -1.50
7 32 0.00 -0.70 0.00 0.00 0.00 2.23
33 0.00 0.70 0.00 0.00 0.00 -2.84
21 32 0.00 -2.76 0.00 0.00 0.00 3.83
33 0.00 3.71 0.00 0.00 0.00 -6.66
22 32 0.00 -3.18 0.00 0.00 0.00 5.49
33 0.00 4.13 0.00 0.00 0.00 -8.69
31 32 0.00 -2.48 0.00 0.00 0.00 3.08
33 0.00 3.43 0.00 0.00 0.00 -5.67
32 32 0.00 -2.76 0.00 0.00 0.00 4.18
33 0.00 3.71 0.00 0.00 0.00 -7.01
35 32 0.00 -2.07 0.00 0.00 0.00 1.95
33 0.00 3.01 0.00 0.00 0.00 -4.17
33 1 33 0.00 -0.36 0.00 0.00 0.00 4.48
34 0.00 1.30 0.00 0.00 0.00 -5.20
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/')4/:3)
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
2 33 0.00 -0.10 0.00 0.00 0.00 0.69
34 0.00 0.10 0.00 0.00 0.00 -0.78
3 33 0.00 -0.28 0.00 0.00 0.00 -1.00
34 0.00 0.28 0.00 0.00 0.00 0.75
4 33 0.00 -0.14 0.00 0.00 0.00 2.49
34 0.00 0.14 0.00 0.00 0.00 -2.61
5 33 0.00 0.17 0.00 0.00 0.00 4.52
34 0.00 -0.17 0.00 0.00 0.00 -4.37
6 33 0.00 -0.09 0.00 0.00 0.00 1.50
34 0.00 0.09 0.00 0.00 0.00 -1.57
7 33 0.00 0.11 0.00 0.00 0.00 2.84
34 0.00 -0.11 0.00 0.00 0.00 -2.74
21 33 0.00 -0.88 0.00 0.00 0.00 6.66
34 0.00 1.83 0.00 0.00 0.00 -7.85
22 33 0.00 -0.57 0.00 0.00 0.00 8.69
34 0.00 1.52 0.00 0.00 0.00 -9.60
31 33 0.00 -0.83 0.00 0.00 0.00 5.67
34 0.00 1.77 0.00 0.00 0.00 -6.80
32 33 0.00 -0.63 0.00 0.00 0.00 7.01
34 0.00 1.57 0.00 0.00 0.00 -7.97
35 33 0.00 -0.74 0.00 0.00 0.00 4.17
34 0.00 1.68 0.00 0.00 0.00 -5.23
34 1 34 0.00 0.25 0.00 0.00 0.00 5.20
35 0.00 0.70 0.00 0.00 0.00 -5.40
2 34 0.00 -0.03 0.00 0.00 0.00 0.78
35 0.00 0.03 0.00 0.00 0.00 -0.80
3 34 0.00 -0.10 0.00 0.00 0.00 -0.75
35 0.00 0.10 0.00 0.00 0.00 0.67
4 34 0.00 0.13 0.00 0.00 0.00 2.61
35 0.00 -0.13 0.00 0.00 0.00 -2.50
5 34 0.00 0.82 0.00 0.00 0.00 4.37
35 0.00 -0.82 0.00 0.00 0.00 -3.65
6 34 0.00 0.08 0.00 0.00 0.00 1.57
35 0.00 -0.08 0.00 0.00 0.00 -1.50
7 34 0.00 0.52 0.00 0.00 0.00 2.74
35 0.00 -0.52 0.00 0.00 0.00 -2.29
21 34 0.00 0.25 0.00 0.00 0.00 7.85
35 0.00 0.70 0.00 0.00 0.00 -8.04
22 34 0.00 0.94 0.00 0.00 0.00 9.60
35 0.00 0.00 0.00 0.00 0.00 -9.19
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Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/')4/:3)
MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
31 34 0.00 0.20 0.00 0.00 0.00 6.80
35 0.00 0.75 0.00 0.00 0.00 -7.04
32 34 0.00 0.64 0.00 0.00 0.00 7.97
35 0.00 0.30 0.00 0.00 0.00 -7.82
35 34 0.00 0.12 0.00 0.00 0.00 5.23
35 0.00 0.82 0.00 0.00 0.00 -5.54
35 1 35 0.00 0.70 0.00 0.00 0.00 5.40
36 0.00 0.25 0.00 0.00 0.00 -5.20
2 35 0.00 0.03 0.00 0.00 0.00 0.80
36 0.00 -0.03 0.00 0.00 0.00 -0.78
3 35 0.00 0.10 0.00 0.00 0.00 -0.67
36 0.00 -0.10 0.00 0.00 0.00 0.75
4 35 0.00 0.27 0.00 0.00 0.00 2.50
36 0.00 -0.27 0.00 0.00 0.00 -2.27
5 35 0.00 1.10 0.00 0.00 0.00 3.65
36 0.00 -1.10 0.00 0.00 0.00 -2.70
6 35 0.00 0.16 0.00 0.00 0.00 1.50
36 0.00 -0.16 0.00 0.00 0.00 -1.36
7 35 0.00 0.70 0.00 0.00 0.00 2.29
36 0.00 -0.70 0.00 0.00 0.00 -1.68
21 35 0.00 1.09 0.00 0.00 0.00 8.04
36 0.00 -0.15 0.00 0.00 0.00 -7.5022 35 0.00 1.92 0.00 0.00 0.00 9.19
36 0.00 -0.97 0.00 0.00 0.00 -7.93
31 35 0.00 0.99 0.00 0.00 0.00 7.04
36 0.00 -0.04 0.00 0.00 0.00 -6.59
32 35 0.00 1.52 0.00 0.00 0.00 7.82
36 0.00 -0.57 0.00 0.00 0.00 -6.91
35 35 0.00 0.82 0.00 0.00 0.00 5.54
36 0.00 0.12 0.00 0.00 0.00 -5.23
36 1 36 0.00 1.30 0.00 0.00 0.00 5.20
37 0.00 -0.36 0.00 0.00 0.00 -4.48
2 36 0.00 0.10 0.00 0.00 0.00 0.78
37 0.00 -0.10 0.00 0.00 0.00 -0.69
3 36 0.00 0.28 0.00 0.00 0.00 -0.75
37 0.00 -0.28 0.00 0.00 0.00 1.00
4 36 0.00 0.43 0.00 0.00 0.00 2.27
37 0.00 -0.43 0.00 0.00 0.00 -1.89
5 36 0.00 1.21 0.00 0.00 0.00 2.70
37 0.00 -1.21 0.00 0.00 0.00 -1.63
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
6 36 0.00 0.26 0.00 0.00 0.00 1.36
37 0.00 -0.26 0.00 0.00 0.00 -1.13
7 36 0.00 0.77 0.00 0.00 0.00 1.68
37 0.00 -0.77 0.00 0.00 0.00 -1.01
21 36 0.00 2.12 0.00 0.00 0.00 7.50
37 0.00 -1.17 0.00 0.00 0.00 -6.06
22 36 0.00 2.90 0.00 0.00 0.00 7.93
37 0.00 -1.95 0.00 0.00 0.00 -5.81
31 36 0.00 1.95 0.00 0.00 0.00 6.59
37 0.00 -1.00 0.00 0.00 0.00 -5.30
32 36 0.00 2.45 0.00 0.00 0.00 6.91
37 0.00 -1.51 0.00 0.00 0.00 -5.18
35 36 0.00 1.68 0.00 0.00 0.00 5.23
37 0.00 -0.74 0.00 0.00 0.00 -4.17
37 1 37 0.00 2.37 0.00 0.00 0.00 4.48
38 0.00 -1.43 0.00 0.00 0.00 -2.82
2 37 0.00 0.25 0.00 0.00 0.00 0.69
38 0.00 -0.25 0.00 0.00 0.00 -0.47
3 37 0.00 0.39 0.00 0.00 0.00 -1.00
38 0.00 -0.39 0.00 0.00 0.00 1.34
4 37 0.00 0.76 0.00 0.00 0.00 1.89
38 0.00 -0.76 0.00 0.00 0.00 -1.235 37 0.00 1.33 0.00 0.00 0.00 1.63
38 0.00 -1.33 0.00 0.00 0.00 -0.47
6 37 0.00 0.45 0.00 0.00 0.00 1.13
38 0.00 -0.45 0.00 0.00 0.00 -0.74
7 37 0.00 0.84 0.00 0.00 0.00 1.01
38 0.00 -0.84 0.00 0.00 0.00 -0.28
21 37 0.00 3.77 0.00 0.00 0.00 6.06
38 0.00 -2.82 0.00 0.00 0.00 -3.18
22 37 0.00 4.34 0.00 0.00 0.00 5.81
38 0.00 -3.40 0.00 0.00 0.00 -2.42
31 37 0.00 3.47 0.00 0.00 0.00 5.30
38 0.00 -2.52 0.00 0.00 0.00 -2.69
32 37 0.00 3.85 0.00 0.00 0.00 5.18
38 0.00 -2.90 0.00 0.00 0.00 -2.22
35 37 0.00 3.01 0.00 0.00 0.00 4.17
38 0.00 -2.07 0.00 0.00 0.00 -1.95
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
38 1 38 0.00 4.16 0.00 0.00 0.00 2.82
39 0.00 -3.21 0.00 0.00 0.00 0.41
2 38 0.00 0.51 0.00 0.00 0.00 0.47
39 0.00 -0.51 0.00 0.00 0.00 -0.03
3 38 0.00 0.38 0.00 0.00 0.00 -1.34
39 0.00 -0.38 0.00 0.00 0.00 1.67
4 38 0.00 1.34 0.00 0.00 0.00 1.23
39 0.00 -1.34 0.00 0.00 0.00 -0.05
5 38 0.00 1.55 0.00 0.00 0.00 0.47
39 0.00 -1.55 0.00 0.00 0.00 0.88
6 38 0.00 0.81 0.00 0.00 0.00 0.74
39 0.00 -0.81 0.00 0.00 0.00 -0.03
7 38 0.00 0.96 0.00 0.00 0.00 0.28
39 0.00 -0.96 0.00 0.00 0.00 0.57
21 38 0.00 6.38 0.00 0.00 0.00 3.18
39 0.00 -5.44 0.00 0.00 0.00 1.99
22 38 0.00 6.59 0.00 0.00 0.00 2.42
39 0.00 -5.64 0.00 0.00 0.00 2.93
31 38 0.00 5.85 0.00 0.00 0.00 2.69
39 0.00 -4.90 0.00 0.00 0.00 2.02
32 38 0.00 6.00 0.00 0.00 0.00 2.22
39 0.00 -5.06 0.00 0.00 0.00 2.61
35 38 0.00 5.04 0.00 0.00 0.00 1.9539 0.00 -4.09 0.00 0.00 0.00 2.05
39 1 39 0.00 6.04 0.00 0.00 0.00 -0.41
40 0.00 -5.50 0.00 0.00 0.00 3.29
2 39 0.00 0.82 0.00 0.00 0.00 0.03
40 0.00 -0.82 0.00 0.00 0.00 0.38
3 39 0.00 0.20 0.00 0.00 0.00 -1.67
40 0.00 -0.20 0.00 0.00 0.00 1.77
4 39 0.00 2.07 0.00 0.00 0.00 0.05
40 0.00 -2.07 0.00 0.00 0.00 0.98
5 39 0.00 1.82 0.00 0.00 0.00 -0.88
40 0.00 -1.82 0.00 0.00 0.00 1.79
6 39 0.00 1.24 0.00 0.00 0.00 0.03
40 0.00 -1.24 0.00 0.00 0.00 0.59
7 39 0.00 1.12 0.00 0.00 0.00 -0.57
40 0.00 -1.12 0.00 0.00 0.00 1.13
21 39 0.00 9.13 0.00 0.00 0.00 -1.99
40 0.00 -8.59 0.00 0.00 0.00 6.43
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MEMBER END FORCES STRUCTURE TYPE = SPACE
-----------------
ALL UNITS ARE -- MTON METE (LOCAL )
MEMBER LOAD JT AXIAL SHEAR-Y SHEAR-Z TORSION MOM-Y MOM-Z
22 39 0.00 8.88 0.00 0.00 0.00 -2.93
40 0.00 -8.34 0.00 0.00 0.00 7.23
31 39 0.00 8.30 0.00 0.00 0.00 -2.02
40 0.00 -7.76 0.00 0.00 0.00 6.03
32 39 0.00 8.18 0.00 0.00 0.00 -2.61
40 0.00 -7.64 0.00 0.00 0.00 6.57
35 39 0.00 7.06 0.00 0.00 0.00 -2.05
40 0.00 -6.52 0.00 0.00 0.00 5.44
40 1 40 0.00 7.14 0.00 0.00 0.00 -3.29
41 0.00 -6.93 0.00 0.00 0.00 4.70
2 40 0.00 1.00 0.00 0.00 0.00 -0.38
41 0.00 -1.00 0.00 0.00 0.00 0.58
3 40 0.00 0.05 0.00 0.00 0.00 -1.77
41 0.00 -0.05 0.00 0.00 0.00 1.78
4 40 0.00 2.52 0.00 0.00 0.00 -0.98
41 0.00 -2.52 0.00 0.00 0.00 1.49
5 40 0.00 1.97 0.00 0.00 0.00 -1.79
41 0.00 -1.97 0.00 0.00 0.00 2.19
6 40 0.00 1.51 0.00 0.00 0.00 -0.59
41 0.00 -1.51 0.00 0.00 0.00 0.89
7 40 0.00 1.21 0.00 0.00 0.00 -1.13
41 0.00 -1.21 0.00 0.00 0.00 1.3721 40 0.00 10.72 0.00 0.00 0.00 -6.43
41 0.00 -10.50 0.00 0.00 0.00 8.55
22 40 0.00 10.17 0.00 0.00 0.00 -7.23
41 0.00 -9.96 0.00 0.00 0.00 9.25
31 40 0.00 9.71 0.00 0.00 0.00 -6.03
41 0.00 -9.49 0.00 0.00 0.00 7.95
32 40 0.00 9.41 0.00 0.00 0.00 -6.57
41 0.00 -9.19 0.00 0.00 0.00 8.43
35 40 0.00 8.20 0.00 0.00 0.00 -5.44
41 0.00 -7.98 0.00 0.00 0.00 7.06
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