Single Box Culvert Structural Design 1.5m x 1.5m.xls

Kumpulan Jurutera Perunding PROJECT :

PJE

JOB NO : DESIGNED BY : DATE :

ILLAHI 10S!"15

STRUCTURAL DESIGN OF BO CUL!ERTS " #B #IG#$A% LOAD & C#L$ERT NO. :

1.500% x 1.500%

INPUT DATA DIMENSIONS OF R.C BOX

I&'!(&)l *+,'-  I&'!(&)l -!+/-'  )ll '-+&!ss  Sl) '-+&!ss  E!'+! *+,'-  E!'+! -!+/-' 

1500 1500 230 300 1630 1800

%% %% %% %% %% %%

A

D

B

C

ASSU'PTIONS T-+&!ss 7 ")!%!&' 

110 %%

#&+' *!+/-' 7 s7+l  #&+' *!+/-' 7 7&(!'!  #&+' *!+/-' 7 ")!%!&'  S7+l 7!( 

20 24 24 0

N%3 N%3 N%3 %%

:: LOADING

HB *-!!l l7), 

2.5 N* N*-! -!!l !l

;)x.7!>+!&' 7 l)'!()l !)('- "(!ss?(!  ;+&.7!>+!&' 7 l)'!()l !)('- "(!ss?(! 

NOR; NOR;ALL ALLY #SE #SE 25 #NIT #NIT HB  45<2 45<2.5 .5 2. 2.5= 5=N NH HEE EE

0. 0.2

PARTIAL FACTOR OF SAFETY

@BASED ON BS5400:PART 2 D!), l7), @7&(!'!  S?"!(+%"7s!, ,!), l7),  HB H+/-*) l7),  E)('- "(!ss?(!  #LS 7( 7&(!'! 

1.15 1.65 1.30 1.50 1.10

MATERIAL PROPERTIES

?   

30 N%%2 40 N%%2

::

284945253.xls

1

BO CUL!ERT ANAL%SIS UNFACTORED LOAD

S!l *!+/-' 7 '7" sl)  !+/-' 7 *)lls  !+/-' 7 ")!%!&'  !+/-' 7 s7+l 7!(  HB H+/-*) l7), 

6.20 8.45 2.4 0.00 84.16

N%2 N%2 N%2 N%2 N%2

1.91 % @l7&/+'?,+&)l ,+s"!(s+7& 3.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS ANALYSIS OF BOX BOX

@A

CASE 1 : 7( %)x.B; )&, s-!)( 7& *)ll  %)x. -7//+&/ B; )' 7(&!(sF 7&s+,!( %)x. l)'!()l !)(' "(!ss?(! )'+&/ 7& '-! *)ll +& !%"' 7&,+'+7&. P1   A

*-!(! P1F P2  !)('- "(!ss?(!

   P2   B

P1 

23.18 N%2

P2 

58.82 N%2

T7" T7" sl) "(!ss?( "(!ss?(! !

134.5 N%2

B)s! "(!ss?(! 

145.25 N%2

:: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. E;@AD  ; ;@AD  E  E;@AB  E;@BA E;@BA  ; ;@AB  E  E;@BC  ; ;@BC 

33.5 50.34 10.11 12.03 12.03 1.0 3.23 54.34

N%% N%% N%% N%% N%% N%% N%% N%%

;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F D@AD  D@BC  D@AB  D@DC  J7+&'s D D  E E;

0.54 0.4

A

I@sl)  I@*)ll 

2250000000 1013916

B

AD 0.54 33. 12.

AB 0.4 10.1 10.9 5. 3.0 2. 1.3 0.6 0. 0.3 0.2 0.1  16.1 16.1 

BA 0.4 12.0 11.2 5.4 2.5 1.3 0. 0.3 0.1

BC 0.54 3.2 13.0

19.5

19.5

2.9 0.6 0.2

:: @B

CASE 2 : 7( %)x.s)//+&/ %7%!&' +& '-! '7"  7''7% sl)F 7&s+,!( %+&.l)'!()l !)('- "(!ss?(! )'+&/ 7& '-! 7x. P1 

6.63 N%2

P2 

19.1 N%2

E;@AB  ;@AB  E;@BA  ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s AD D D 0.54 E; 33. 1.2

3.36 N%% 5.53 N%% 4.01 N%% A

AB 0.4 3.4 14.0 6.5 4.0 3.5 1. 0.9 0.8 0.4 0.2 0.2  12.3 12.3 

284945253.xls

B BA 0.4 4.0 15.0 6.0 3.3 1.6 0.8 0.4 0.2

BC 0.54 3.2 16.3

14.1

14.1

3.8 0.9 0.2

2

DESIGN MOMENT ENVELOPE

H7//+&/

%7%!&' )' 7''7% 7(&!(s 

19.49 N%%

19.49

H7//+&/

%7%!&' )' '7" 7(&!(s 

16.15 N%%

16.15

S)//+&/

%7%!&' )' '7" sl) 

38.05 N%%

38.05

S)//+&/

%7%!&' )' 7''7% sl) 

40.2 N%%

40.2

H7//+&/

%7%!&' 7 *)ll 

1.61 N%%

1.61

SHEAR 7!( '7 (!)(  s+! 7 (!)( 

50 %% 12 %% ,+). 7( Sl). 12 %% ,+).7( )ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 s?""7('. s?""7('. S-!)( +& )s! sl) : E!'+! ,!"'-F ,  244 %% S-!)( $  38.05 N% S-!)( +& *)ll : E!'+! ,!"'-F ,  164 %% S-!)( $ 

R1  P3K  P3 

18.44 N%

10.52 49.5 1.55

REINFORCEMENT DESIGN

H7//+&/ @+ Sl)

S'!!l )' )' B7 B7''7% C7 C7(&!(s : = 0.0109120  N7 7%".s'!!l (!M?+(!,.  241.00  As@(!M 210 %%2%

0.15

= 0.021456933  N7 7%".s'!!l (!M?+(!,.  19.65  As@(!M 295 %%2%

0.15

231.8

@++ *)ll

H7//+&/ @+ Sl)

15.3

S'!!l )' T7" C7(&!(s : = 0.009599529  N7 7%".s'!!l (!M?+(!,.  241.36  As@(!M 185 %%2%

0.15

= 0.01886916  N7 7%".s'!!l (!M?+(!,.  160.26  As@(!M 259 %%2%

0.15

231.8

@++ *)ll

15.3

:: S)//+&/

S)//+&/

S'!!l )' T7" Sl) : = 0.02130411  N7 7%".s'!!l (!M?+(!,.  238.08  As@(!M 410 %%2%

0.15 231.8

S'!!l )' B7''7% Sl) : = 0.022541801  N7 7%".s'!!l (!M?+(!,.  236.63  As@(!M 434 %%2%

S'!!l +& )ll : = 0.001885964  N7 7%".s'!!l (!M?+(!,.  163.3  As@(!M 2 %%2% ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&  D+s'(+?'+7& S'!!l  0.15 @+ Sl) As @%+&  @++ )ll As @%+& 

0.15 231.8

H7//+&/

REINFORCE'ENT PRO!ISION @A S#PPORT STEEL @I TOP SLAB ?s! Y As @(!M  As @"(7  @II BOTTO; SLAB ?s! Y As @(!M  As @"(7 

0.15 15.3

3 %%2% 21 %%2%

12

s")+&/ 3 %%2% 366 %%2%

300



12

s")+&/ 3 %%2% 366 %%2%

300



12

s")+&/ 295 %%2% 366 %%2%

300



@III ALL ?s! Y As @(!M  As @"(7 

284945253.xls

3

@B ;IDSPAN STEEL @I TOP SLAB ?s! Y As @(!M  As @"(7 

12

s")+&/ 410 %%2% 452 %%2%

250



12

s")+&/ 434 %%2% 452 %%2%

250



12

s")+&/ 21 %%2% 366 %%2%

300



:: @II BOTTO; SLAB ?s! Y As @(!M  As @"(7  @III ALL ?s! Y As @(!M  As @"(7 

S#EAR C#ECK @+ B)s! S-!)(  S-!)( s'(!ss   "s   

38.05 0.1 0.15 0.41

N N%%2  N%%2

(

S)ear i* OK+

18.44 0.11 0.22 0.50

N N%%2  N%%2

(

S)ear i* OK+

@++ )ll S-!)(  S-!)( s'(!ss   "s   

284945253.xls

4

L

284945253.xls

5

%%4 %%4

284945253.xls



284945253.xls

6

284945253.xls

8


PJE




1500% x 1500 *+'- s7+l 7!(


I&'!(&)l *+,'-  I&'!(&)l -!+/-'  )ll '-+&!ss  Sl) '-+&!ss  E!'+! *+,'-  E!'+! -!+/-' 

1500 1500 230 300 1630 1800

%% %% %% %% %% %%

A

D

B

C

ASSU'PTIONS T-+&!ss 7 ")!%!&' 

110 %%

#&+' *!+/-' 7 s7+l  #&+' *!+/-' 7 7&(!'!  #&+' *!+/-' 7 ")!%!&'  S7+l 7!( 

20 24 24 1000

N%3 N%3 N%3 %%

:: LOADING

HB *-!!l l7), 

2.5 N*-!!l

;)x.7!>+!&' 7 l)'!()l !)('- "(!ss?(!  ;+&.7!>+!&' 7 l)'!()l !)('- "(!ss?(! 

NOR;ALLY #SE 25 #NIT HB  45<2.5112.5=NHE

0. 0.2



1.15 1.65 1.30 1.50 1.10

MATERIAL PROPERTIES

?   

30 N%%2 40 N%%2

::

284945253.xls

9


S!l *!+/-' 7 '7" sl)  !+/-' 7 *)lls  !+/-' 7 ")!%!&'  !+/-' 7 s7+l 7!(  HB H+/-*) l7), 

6.20 8.45 2.4 20.00 41.81

N%2 N%2 N%2 N%2 N%2

2.91 % @l7&/+'?,+&)l ,+s"!(s+7& 4.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS OF BOX

@A


*-!(! P1F P2  !)('- "(!ss?(!

   P2   B

P1 

42.98 N%2

P2 

68.2 N%2

T7" sl) "(!ss?(! 

99.26 N%2

B)s! "(!ss?(! 

109.9 N%2

:: L7),+&/ +s s%%!'(+)l )7?' '-! !('+)l !&'(!l+&! 7 '-! 7x. E;@AD  ;@AD  E;@AB  E;@BA  ;@AB  E;@BC  ;@BC 

24.6 36.14 15.45 16.38 24.2 26.42 41.14

N%% N%% N%% N%% N%% N%% N%%

;7%!&' ,+s'(+?'+7& @)s! 1: ,+s'(+?'+7& )'7( F D@AD  D@BC  D@AB  D@DC  J7+&'s D E;

0.54 0.4

A

I@sl)  I@*)ll 

2250000000 1013916

B

AD 0.54 24.8 5.0

AB 0.4 15.5 4.3 2.3 1.2 1.1 0.5 0.3 0.2 0.1 0.1 0.1  18.2 18.2 

BA 0.4 16.4 4.6 2.2 1.0 0.5 0.3 0.1 0.1

BC 0.54 26.4 5.4

20.5

20.5

1.2 0.3 0.1

:: @B


14.33 N%2

P2 

2.21 N%2

E;@AB  ;@AB  E;@BA  ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s AD D 0.54 E; 24.8 10.5

5.15 N%% 8.21 N%% 5.69 N%% A

AB 0.4 5.2 9.1 5.0 2.6 2.3 1.1 0. 0.5 0.3 0.1 0.1  10.9 10.9 

284945253.xls

B BA 0.4 5.8 10.0 4. 2.1 1.2 0.5 0.2 0.1

BC 0.54 26.4 11.

12.

12.

2.4 0. 0.1

10


H7//+&/

%7%!&' )' 7''7% 7(&!(s 

20.53 N%%

20.53

H7//+&/

%7%!&' )' '7" 7(&!(s 

18.19 N%%

18.19

S)//+&/

%7%!&' )' '7" sl) 

2.29 N%%

2.29

S)//+&/

%7%!&' )' 7''7% sl) 

28.50 N%%

28.50

S)//+&/

%7%!&' 7 *)ll 

5.2 N%%

5.2

SHEAR 7!( '7 (!)(  s+! 7 (!)( 

50 %% 12 %% ,+). 7( Sl). 12 %% ,+).7( )ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 s?""7('. S-!)( +& )s! sl) : E!'+! ,!"'-F ,  244 %% S-!)( $  28.81 N% S-!)( +& *)ll : E!'+! ,!"'-F ,  164 %% S-!)( $ 

R1  P3K  P3 

26.09 N%

1.4 9.45 23.15


H7//+&/ @+ Sl)

S'!!l )' B7''7% C7(&!(s : = 0.011495468  N7 7%".s'!!l (!M?+(!,.  240.84  As@(!M 221 %%2%

0.15

= 0.02205192  N7 7%".s'!!l (!M?+(!,.  19.51  As@(!M 310 %%2%

0.15

231.8

@++ *)ll

H7//+&/ @+ Sl)

15.3

S'!!l )' T7" C7(&!(s : = 0.010182946  N7 7%".s'!!l (!M?+(!,.  241.21  As@(!M 19 %%2%

0.15

= 0.02002416  N7 7%".s'!!l (!M?+(!,.  160.04  As@(!M 265 %%2%

0.15

231.8

@++ *)ll

15.3

:: S)//+&/

S)//+&/

S'!!l )' T7" Sl) : = 0.014616983  N7 7%".s'!!l (!M?+(!,.  239.94  As@(!M 283 %%2%

0.15 231.8

S'!!l )' B7''7% Sl) : = 0.0159558  N7 7%".s'!!l (!M?+(!,.  239.59  As@(!M 306 %%2%

S'!!l +& )ll : = 0.005695542  N7 7%".s'!!l (!M?+(!,.  162.86  As@(!M 80 %%2% ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&  D+s'(+?'+7& S'!!l  0.15 @+ Sl) As @%+&  @++ )ll As @%+& 

0.15 231.8

S)//+&/


0.15 15.3

3 %%2% 21 %%2%

12

s")+&/ 3 %%2% 366 %%2%

300



12

s")+&/ 3 %%2% 366 %%2%

300



12

s")+&/ 310 %%2% 366 %%2%

300



@III ALL ?s! Y As @(!M  As @"(7 

284945253.xls

11


12

s")+&/ 3 %%2% 366 %%2%

300



12

s")+&/ 3 %%2% 366 %%2%

300



12

s")+&/ 21 %%2% 366 %%2%

300





28.81 0.12 0.15 0.41

N N%%2  N%%2

(

S)ear i* OK+

26.09 0.1 0.22 0.50

N N%%2  N%%2

(

S)ear i* OK+

@++ )ll S-!)(  S-!)( s'(!ss   "s   

284945253.xls

12

EL

284945253.xls

13

%%4 %%4

284945253.xls

14

284945253.xls

15

284945253.xls

1


PJE




1.950% x 3.500% *+'- s7+l 7!(


I&'!(&)l *+,'-  I&'!(&)l -!+/-'  )ll '-+&!ss  Sl) '-+&!ss  E!'+! *+,'-  E!'+! -!+/-' 

3500 1950 250 350 3650 2300

%% %% %% %% %% %%

A

D

B

C

ASSU'PTIONS T-+&!ss 7 ")!%!&' 

110 %%

#&+' *!+/-' 7 s7+l  #&+' *!+/-' 7 7&(!'!  #&+' *!+/-' 7 ")!%!&'  S7+l 7!( 

20 24 24 1000

N%3 N%3 N%3 %%

:: LOADING

HB *-!!l l7), 

2.5 N*-!!l

;)x.7!>+!&' 7 l)'!()l !)('- "(!ss?(!  ;+&.7!>+!&' 7 l)'!()l !)('- "(!ss?(! 

NOR;ALLY #SE 25 #NIT HB  45<2.52.5=NHEE

0. 0.2



1.15 1.65 1.30 1.50 1.10

MATERIAL PROPERTIES

?   

30 N%%2 40 N%%2

::

284945253.xls

16


S!l *!+/-' 7 '7" sl)  !+/-' 7 *)lls  !+/-' 7 ")!%!&'  !+/-' 7 s7+l 7!(  HB H+/-*) l7), 

8.40 5.85 2.4 20.00 41.81

N%2 N%2 N%2 N%2 N%2

2.91 % @l7&/+'?,+&)l ,+s"!(s+7& 4.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS OF BOX

@A


*-!(! P1F P2  !)('- "(!ss?(!

   P2   B

P1 

43.46 N%2

P2 

89.01 N%2

T7" sl) "(!ss?(! 

100.69 N%2

B)s! "(!ss?(! 

108.19 N%2


118.11 166.16 26.20 31.21 43.80 12.69 190.18

N%% N%% N%% N%% N%% N%% N%%


0.4 0.54

A

I@sl)  I@*)ll 

3562916 1302083333

B

AD 0.4 118.1 41.5

AB 0.54 26.2 49.4 2.0 11.9 14.1 .6 3.1 3. 1.9 0.9 1.0  0.8 0.8 

BA 0.54 31.2 51.9 24.6 13.4 6.0 3.8 1.8 1.0

BC 0.4 12.8 43.6

6.8

6.8

11.3 3.2 0.8

:: @B


14.49 N%2

P2 

29.6 N%2

E;@AB  ;@AB  E;@BA  ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s AD D 0.4 E; 118.1 49.8

9.06 N%% 14.0 N%% 10.40 N%% A

AB 0.54 9.1 59.2 31. 14.4 16.2 8.0 3.6 4.4 2.3 1.1 1.3  49.1 49.1 

284945253.xls

B BA 0.54 10.4 3.2 29. 1.1 8. 4.6 2.2 1.2

BC 0.4 12.8 53.2

55.2

55.2

13.5 3.9 1.0

18


H7//+&/

%7%!&' )' 7''7% 7(&!(s 

6.68 N%%

6.68

H7//+&/

%7%!&' )' '7" 7(&!(s 

0.66 N%%

0.66

S)//+&/

%7%!&' )' '7" sl) 

128.06 N%%

128.06

S)//+&/

%7%!&' )' 7''7% sl) 

135.02 N%%

135.02

H7//+&/

%7%!&' 7 *)ll 

20.46 N%%

20.46

SHEAR 7!( '7 (!)(  s+! 7 (!)( 

50 %% 12 %% ,+). 7( Sl). 12 %% ,+).7( )ll. C(+'+)l s-!)( s!'+7& +s )' ,+s')&! 2<, (7% '-! )! 7 s?""7('. S-!)( +& )s! sl) : E!'+! ,!"'-F ,  294 %% S-!)( $  125.62 N% S-!)( +& *)ll : E!'+! ,!"'-F ,  194 %% S-!)( $ 

R1  P3K  P3 

44.90 N%

22.48 68.8 2.29


H7//+&/ @+ Sl)

S'!!l )' B7''7% C7(&!(s : = 0.02138499  N7 7%".s'!!l (!M?+(!,.  285.20  As@(!M 0 %%2%

0.15

= 0.00030484  N7 7%".s'!!l (!M?+(!,.  180.0  As@(!M 941 %%2%

0.15

269.3

@++ *)ll

H7//+&/ @+ Sl)

184.3

S'!!l )' T7" C7(&!(s : = 0.02343066  N7 7%".s'!!l (!M?+(!,.  28.13  As@(!M 544 %%2%

0.15

= 0.053824019  N7 7%".s'!!l (!M?+(!,.  181.1  As@(!M 83 %%2%

0.15

269.3

@++ *)ll

184.3

:: S)//+&/

S)//+&/

S'!!l )' T7" Sl) : = 0.049386561  N7 7%".s'!!l (!M?+(!,.  26.86  As@(!M 115 %%2%

0.15 269.3

S'!!l )' B7''7% Sl) : = 0.05206036  N7 7%".s'!!l (!M?+(!,.  265.86  As@(!M 1223 %%2%

S'!!l +& )ll : = 0.018131083  N7 7%".s'!!l (!M?+(!,.  190.01  As@(!M 268 %%2% ;+&+%?% S'!!l R)'+7 R!M?+(!, 7( T!&s+7&  D+s'(+?'+7& S'!!l  0.15 @+ Sl) As @%+&  @++ )ll As @%+& 

0.15 269.3

H7//+&/


0.15 184.3

441 %%2% 291 %%2%

12

s")+&/ 544 %%2% 55 %%2%

200



12

s")+&/ 0 %%2% 4 %%2%

165



12

s")+&/ 941 %%2% 1131 %%2%

100



@III ALL ?s! Y As @(!M  As @"(7 

284945253.xls

19


1

s")+&/ 115 %%2% 1340 %%2%

150



1

s")+&/ 1223 %%2% 1340 %%2%

150



12

s")+&/ 291 %%2% 366 %%2%

300





125.62 0.43 0.22 0.44

N N%%2  N%%2

(

S)ear i* OK+

44.90 0.23 0.58 0.6

N N%%2  N%%2

(

S)ear i* OK+

@++ )ll S-!)(  S-!)( s'(!ss   "s   

284945253.xls

20

L

284945253.xls

21

%%4 %%4

284945253.xls

22

284945253.xls

23

284945253.xls

24


PJE




1.950% x 3.500%


I&'!(&)l *+,'-  I&'!(&)l -!+/-'  )ll '-+&!ss  Sl) '-+&!ss  E!'+! *+,'-  E!'+! -!+/-' 

3500 1950 250 350 3650 2300

%% %% %% %% %% %%

A

D

B

C

ASSU'PTIONS T-+&!ss 7 ")!%!&' 

110 %%

#&+' *!+/-' 7 s7+l  #&+' *!+/-' 7 7&(!'!  #&+' *!+/-' 7 ")!%!&'  S7+l 7!( 

20 24 24 0

N%3 N%3 N%3 %%

:: LOADING

HB *-!!l l7), 

2.5 N*-!!l

;)x.7!>+!&' 7 l)'!()l !)('- "(!ss?(!  ;+&.7!>+!&' 7 l)'!()l !)('- "(!ss?(! 

NOR;ALLY #SE 25 #NIT HB  45<2.5112.5=NHE

0. 0.2



1.15 1.65 1.30 1.50 1.10

MATERIAL PROPERTIES

?   

30 N%%2 40 N%%2

::

284945253.xls

25


S!l *!+/-' 7 '7" sl)  !+/-' 7 *)lls  !+/-' 7 ")!%!&'  !+/-' 7 s7+l 7!(  HB H+/-*) l7), 

8.40 5.85 2.4 0.00 84.16

N%2 N%2 N%2 N%2 N%2

1.91 % @l7&/+'?,+&)l ,+s"!(s+7& 3.11 % @'()&s!(s! ,+s"!(s+7&

ANALYSIS OF BOX

@A


*-!(! P1F P2  !)('- "(!ss?(!

   P2   B

P1 

23.6 N%2

P2 

9.21 N%2

T7" sl) "(!ss?(! 

13.08 N%2

B)s! "(!ss?(! 

143.48 N%2


159.4 239.20 18.46 22.48 30.61 18.14 252.20

N%% N%% N%% N%% N%% N%% N%%


0.4 0.54

A

I@sl)  I@*)ll 

3562916 1302083333

B

AD 0.4 159.5 4.4

AB 0.54 18.5 6. 39.5 18.1 21.5 10.4 4.6 5. 2.9 1.3 1.  60.9 60.9 

BA 0.54 22.5 69.1 38.3 20.8 10.6 5.8 2.8 1.5

BC 0.4 18.1 .

66.9

66.9

16.5 4.9 1.3

:: @B


6.89 N%2

P2 

23.06 N%2

E;@AB  ;@AB  E;@BA  ;7%!&' ,+s'(+?'+7& @)s! 2: J7+&'s AD D 0.4 E; 159.5 60.1

.1 N%% 10.24 N%% 6.49 N%% A

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284945253.xls

B BA 0.54 6.5 86.2 41. 22. 11.8 .4 3.1 1.6

BC 0.4 18.1 63.4

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31

Single Box Culvert Structural Design 1.5m x 1.5m.xls

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