Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
of 49
Transcript of Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
1/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
!"#$%$&
'($$$
)$!
!"!
#$%!&
#$&!'
#$()*)
#$+!,-,.,/,
!
#$!"
#$"0!"
12 31* 3+4
*
(
#
* * %+(
% ,-
5 5
*(
##
##
'./$)
0/1')23"#$%$&
67%
+
Shah Technical Consultants Page 1 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
2/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
,33
"&456$/7.
5 8 93
%: 8 ";
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
3/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
%409'33:;//
:$!
-:,&--%,
6:..&:&
>,6
:,:@(/
&--%:7.
9
',&,(
,* , .
,A:,
&--%#$-:
-
'./33)21$
2 3 4 5 6 7 8 109 11 121 13
14
15
16
17
18
19
21
22
23
24
25
26
29 30 31 32 33 34 35 36 37 38 39 40 41
Shah Technical Consultants Page 3 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
4/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
&--%9B
97 > 67 7 97 > 67 7
0 0 " " "C "C 3 "
" " 3 3 3 30
3 3 ; DE 30 30 3" DE
; ; DE 3" 3" 33 DE DE 33 33 3; DE
E DE 3; 3; 3 DE
E E D DE 3 3 3 DE
D D C DE 3 3 3E DE
C C 0 DE 3E 3E 3D DE
0 0 00 DE 3D 3D 3C DE
00 00 0" 3C 3C ;
0" 0" 03 " ; ; ;0 "
03 0 0; " ;" 03 "0 "
0; 0; 0 " "0 "0 "" "
0 0 0 " "" "" "3 "
0 0 0E " "3 "3 "; "
0E 0E 0D " "; "; " "0D 0D 0C " " " " "
;3 0C "C "" ;; " ;0 ""
&&
9.>
#1F$
"
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
5/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
-!. =8
1? 8 0"
9
()08
"
3"
()"8 ()38
3E" 0"
()0()3>()"
()08 " " 8 "
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
6/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
+! ,-,.,/,
"00"#$!"!
8 ;$
"&>3>
- -
% %
,/,#$ ,',#$
00; "
D " 3D
"E 0 "
#-$99&9
"&?:@:.
Shah Technical Consultants Page 6 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
7/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
A:/!
; 3"
3 3
(&8B #*
,0,"E8 "H# " 00$ 8 ;3
%: >
,0,00;8 H# " 00$ 8 E3
%: >
8 %
.
8 H ;
8 C
%8 0D #)$
7
#0$%!
8 H20DH#
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
8/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
.
#0$
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
9/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
#/$&9&6
A:/!
3 0" "E 0
"
(&8B #*
,0,D8 3DH# " 00$ 8 0
%: >
,0,00;8 H# " 00$ 8 E3
%: >
8 %
.
8 H ;
8 C
%8 0D #)$
- ' % 0 7 %
> ,,
.,,
#$ MM#$ #$ #$ #$ #
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
10/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
(?
A:/!
3 0" "E 0
"0; " CD 0"3
!%B #0303 #3D;H ";;3 $$< "0; 8 %#- AC$
7,,
-3 -;
!*B #0303 0"E;$< 0"3 8 %- AC$
7,,
&--%.:
0= &--%-
"&>)>
- -
% %
,/,#$ ,',#$
D " 3D
;0 0 3
0 0" 0E
A411.4 T
A311.4 T
A56.8 T
p3
p4
87,,87,,
Shah Technical Consultants Page 10 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
11/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
#-$99&9
A:/!
; 3"
3 3
(&8B #*
,0,08 0EH# " 00$ 8 ;
%: >
,0,D8 3DH# " 00$ 8 0
%: >
8 %
.
8 C
%8 0D #)$
7
#0$%!
8 H20DH#
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
12/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
.
#0$
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
13/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
#/$&9&6
A:/!
3 0" "E 0
"
(&8B #*
,0,;08 3H# " 00$ 8 3
%: >
,0,D8 3DH# " 00$ 8 0
%: >
8 %
.
8 H 3;
8 D;
%8 0D #)$
- ' % 0 7 %
> ,,
.,,
#$ MM#$ #$ #$ #$ #
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
14/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
(?
A:/!
3 0" "E 0
"00 "D 00 00D
!%B #0303 #";CH 0;E $$< "00 8 ,*- AC$
7,,
-3 -;
!*B #0303 EE;$< 00D 8 #- AC$
7,,
. :
0= &--%-
(43244)03160//0
/80
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
15/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
90
,;!#/$,.,-,
:,3,8 3D
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
16/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
-0/13>:31
-0/1'':020
/$$4$. #$
9 & 9 9 >
9#$ B7
9 0; 9E. "0 &
7E
6 D 9". "0 1
Node 2
/ 9 !CE 93;. "" 1
73;
6 ED 93. "" &
73
9 ! 90. ""
70
6 !C 90;. ""
70;
6 !C 90D. ""
70C
$.
).8 0 =
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
17/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
9 & I ( ( 6@
4$ %) % % /
) ? Reqd /% & -
$ $,A$ "
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
18/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
-,0/1'/903
/$$/.
9 & & 9
9#$
& - 03 9" ""
/ - 00E 93 ""
#-$ 730
90"-"0!"8 "3 =
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
19/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
D0/1'':020)>:31
D0/1'':020
/$$4$. #$
9 & 9 9 >
9#$ B7
9 D" 9E. 30 &
7E
6 !E 9". 30 1
Node 2
/ 9 !D 93;. 3" 1
73;
6 E 93. 3" &
73
9 !;; 90. 3"
70
6 !D 90;. 3"
70;
6 !D 90D. 3"
70C
$.
).8 0 =
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
20/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
9 & I ( ( 6@
4$ %) % % /
) ? Reqd /% & -
$ $,A$ "
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
21/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
90"-"0!"8 "3 =
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
22/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
/336
&--%&)-(/IRA+(I6&S(#D9R309$
* TOP SLAB THK. = 0.40m , BOTTOM SLAB THK. = 0.450m , WALL THK. = 0.40m
&-@I/76I9-I7
(757((%-("!@A7(!0"
(7%@I/76I9-I7
7)A'%1EC
A79((9I7
E30/
03"K""3"K3E3"K;0"3"K"3"K
33E3"KE;"3"KD0"3"KC3"K0DE3"K00EE3"K0"D"3"K03D;3"K
0;33"K0"EK0"DK0E0;K
0DD;K0C""K"0D;33"K""D;"EK
"3D;"DK";D;0;K"D;D;K"D;""K
"CK3"K30EK3"0"K33"K3;33EK
3;"K30"K3EK3DDEK3CEEK;D"K
;0D;K
404)000/
00"K""3K33;K;;KKEKEEDKDDCKCC0K0000K
00000"K0"0"03K0300;K0;0;0K000K000EK0E0E0DK0D0D0CK
"0"0""K"""""3K"3"3";K";";"K"""K"C"C3K3330K30303"K
3"3"33K33333;K3;3;3K333K333EK3E3E3DK3D3D3CK3C3C;K;;;0K;"03"0K;30C"CK;;";0K
404)0660;3403
GI)&-/9(9/(&
0I0")&J%;S%0
G'-9(9/(&
03I0D"0I";"I;;)&J%;S%0
G/II9&-/9(9/(&
"CI;)&J%;S%0
0'04303:/3
&II)I7((
("CD3H
)I&&I70E
%(7&J";
-)1-0!
%-9)
(7%%(67(9-(-
36602./336533:;//0/:/
Shah Technical Consultants Page 22 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
23/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
/3/
9-(-I7((-
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
/66/
"C;06R(%/A9R9J9S=6J"
3;6R(%/A9R9J9S=6JE
303C6R(%/A9R9J9S=6J03E
3"I3D6R(%/A9R9J9S=6J0E
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:3
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
24/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
:3(:3//>3>'432/9033/66
GI-%7(7&J7A%(&9)-
9(9/(I-%
0I3A75J!3D
;A75J!3D
DA75J!0300DE
CA75J!03;
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:3-:3//>)>'432)434/63
GI-%7(7&J7A%(&9)-
9(9/(I-%
0"A75J!EE
3A75J!EE"D
A75J!0"C3DE
EA75J!0"CDA75J!0"C3;
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:3D:3//>)>'432/9033/66
GI-%7(7&J7A%(&9)-
9(9/(I-%
0I3A75J!";
;A75J!";;
DA75J!D03DE
CA75J!D;;
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:34),"4)'432)4&/0:'F/:F06F::":3//>3>&"*&
00"030;0
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG:34),,"4)'432/903&/0:'F/:F06F::":3//>3>&"(&
00"0300
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:34)%"4)'432)4&/0:'F/:F06F::":3//>)>&"-&
00"0300
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:34)%,"4)'432/903&/0:'F/:F06F::":3//>)>&"D&
00"030E0
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
:34)%(:F/:F06
00"030
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
)(6I9-7-J&&)7&-&1(=)7&A))I(-I7-
GI)&-/9(9/(&
PRINT MEMBER FORCES LIST 1 TO 12
G/II9&-/9(9/(&
Shah Technical Consultants Page 24 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
25/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
)79(9/(6I(&&"CI;
G'-9(9/(&
)79(9/(6I(&&03I0D"0I";"I;;
GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG
67&1
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
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
Shah Technical Consultants Page 25 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
26/49
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
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
Shah Technical Consultants Page 26 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
27/49
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
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
Shah Technical Consultants Page 27 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
28/49
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
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
Shah Technical Consultants Page 28 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
29/49
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
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
Shah Technical Consultants Page 29 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
30/49
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
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
Shah Technical Consultants Page 30 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
31/49
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
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
Shah Technical Consultants Page 31 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
32/49
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
Shah Technical Consultants Page 32 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
33/49
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
Shah Technical Consultants Page 33 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
34/49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
35/49
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
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
Shah Technical Consultants Page 35 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
36/49
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
Shah Technical Consultants Page 36 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
37/49
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
Shah Technical Consultants Page 37 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
38/49
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
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
Shah Technical Consultants Page 38 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
39/49
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
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
Shah Technical Consultants Page 39 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
40/49
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
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
Shah Technical Consultants Page 40 of 49
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
41/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
42/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
43/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
44/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
45/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
46/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
47/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
48/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
-
7/27/2019 Design of Box Drain ( 8m x 3.10m ) - 10.07.2012
49/49
Guwahati ADB- Dibrugarh drainage project Design of BOX Drain ( 8m x 3.10m )
33:;//0/:/.404)0'0/'
