Pipe Carrying Steel Truss Bridge

7/26/2019 Pipe Carrying Steel Truss Bridge

1/50

SWS CONSULTANCY

PROJECT:DOCUMENT NO DATE

11/20/2015

TITLE:DESIGNED CHECKED SHEET

M.D

2D TRUSS MODEL

3D RENDERING VIEW TRUSS MODEL

Truss D!"#s$#s

Truss span = 18 m

Truss Width = 2 m

Truss Hi!ht = 2 m

Dpth "# $"tt"m and T"p Main %HS = 2&& mm

Width "# $"tt"m and T"p Main %HS = 1&& mm

Dpth "# $"tt"m and T"p 'ra(in! ("rd %HS = 1&& mm

Width "# $"tt"m and T"p 'ra(in! ("rd %HS = 1&& mm

Dpth "# Dia!"na) 'ra(in! %HS = 1&& mm

Width "# Dia!"na) 'ra(in! %HS = 1&& mm

Thi(*nss "# a)) %HS = + mm

$arin! ,)at thi(*nss = - mmSt) Grad t" ' usd = /-&

= 2/0

= /-&

Unit i!ht "# st) = 80&

D"s%# &'s:

E$CS 13 1440 5$asis "# dsi!n and a(ti"n "# stru(turs6

E$CS /3 1440 5Stru(tura) St) Dsi!n6

E%7 $%IDGE DESIGN M7NU73 2&&2

77SHTO $%IDGE DESIGN M7NU73 2&& +th diti"n

D"s%# s$()*&r"

ST77D ,%O 98i

C"nstru(ti"n "# N Sr ins #"r $th)7ra : %si;in! "# th E


2/50

SWS CONSULTANCY


11/20/2015


M.D



3/50

SWS CONSULTANCY


11/20/2015


M.D



4/50

SWS CONSULTANCY

PROJECT:DOCUMENT NO. DATE

20/11/2015

TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED PA)E

M.D

Truss Member R1

A,i-l Cressi" = .0&2 3N

A,i-l Te"si" 4 .0&2 3N

iel stress 6 steel 4 25

E66. le"!t7 6 t7e e8er l9 4 2.136

E66. le"!t7 6 t7e e8er l 4 2.136

Sele;te Pr6ile 4 100x100x4mm RHS

Crss se;ti"-l Are- 4 1536

Se;" Me"t 6 i"erti- 4 2363392

4 39.23

4 39.23

Ce!" #$r s%e&'er&ess r()*$

M- 4 1

Se!)*$& !%(ss*#*!()*$&

4 22 Cl-ss 1

4 1

4 &.&

4 0.5%&&

-rri-te ;ur=e 4 ;ur=e -

> 4 0.(&%?

;ressi=e iel stress 4 235

Bu;3li"! Resist-";e ;--;it 4 191.2- 3N

*e";e s-6e i" Bu;3li"!

Te&s*$& C(+(s*),

iel stre"!t7 4

4 25

Assue e66e;ti=e -re- 4 0.( ties )rss -re-

4 122(.(

"s ru; " e@ e@er "es r e e re- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'

+L

N/2

2

?

R-ius 6 !r-ti" r9

R-ius 6 !r-ti" r

N/2

')

A

1 4&.&

N/2

6

N/2

2


5/50

SWS CONSULTANCY

PROJECT:DOCUMENT NO. DATE

20/11/2015

TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED PA)E

M.D

"s ru; " e@ e@er "es r e e re- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'

+L


6/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015

TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED

M.D

Truss Member R1

A,i-l Cressi" = .2%5 3N

A,i-l Te"si" 4 .2%5 3N


E66. le"!t7 6 t7e e8er l9 4 2.5

E66. le"!t7 6 t7e e8er l 4 2.5


Crss se;ti"-l Are- 4

1536

Se;" Me"t 6 i"erti- 4 2363392

4 39.23

4 39.23


M- 4 1

Se!)*$& !%(ss*#*!()*$&

4 22 Cl-ss 1

4 1

4 &.&

40.%(%


> 4 0.(5%5


Bu;3li"! Resist-";e ;--;it 4 1-3.193 3N


Te&s*$& C(+(s*),

iel stre"!t7 4

4 25


4 122(.(

C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+L

N/2

2

?

R-ius 6 !r-ti" r9

R-ius 6 !r-ti" r

N/2

')

A

1 4&.&

N/2

6

N/2

2


7/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D


*e";e s-6e i" Te"si"


8/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D

Truss Member R1

A,i-l Cressi" = 2.0( 3N

A,i-l Te"si" 4 2.0( 3N


E66. le"!t7 6 t7e e8er l9 4 2.5

E66. le"!t7 6 t7e e8er l 4 2.5



1536

Se;" Me"t 6 i"erti- 4 2363392

4 39.23

4 39.23


M- 4 1

Se!)*$& !%(ss*#*!()*$&

4 22 Cl-ss 1

4 1

4 &.&

40.%(%


> 4 0.(5%5


Bu;3li"! Resist-";e ;--;it 4 1-3.193 3N


Te&s*$& C(+(s*),

iel stre"!t7 4

4 25


4 122(.(


N/2

2

?

R-ius 6 !r-ti" r9

R-ius 6 !r-ti" r

N/2

')

A

1 4&.&

N/2

6

N/2

2


9/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D




10/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D

Truss Member R1

A,i-l Cressi" = 2.(1 3N

A,i-l Te"si" 4 2.(1 3N


E66. le"!t7 6 t7e e8er l9 4 2

E66. le"!t7 6 t7e e8er l 4 2



Se;" Me"t 6 i"erti- 4 2363392

4 39.23

4 39.23


M- 4 1

Se!)*$& !%(ss*#*!()*$&

4 22 Cl-ss 1

4 1

4 &.&

4 0.5?0


> 4 0.&10?


Bu;3li"! Resist-";e ;--;it 4 194.49 3N


Te&s*$& C(+(s*),

iel stre"!t7 4

4 25


4 122(.(

Te"si" ;--sit 4 22.51 3N



N/2

2

?

R-ius 6 !r-ti" r9

R-ius 6 !r-ti" r

N/2

')

A

1 4&.&

N/2

6

N/2

2


11/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D

e(m Member R2

A,i-l Cressi" = 1&.1 3N

A,i-l Te"si" 4 1&.1 3N


E66. le"!t7 6 t7e e8er l9 4 1.5

E66. le"!t7 6 t7e e8er l 4 1.5

Sele;te Pr6ile

4

200x100x4mm RHS


Se;" Me"t 6 i"erti- I 4 420659

Se;" Me"t 6 i"erti- I9 4 12402-59

4 2.-

4 42.44


M- 4 1

Se!)*$& !%(ss*#*!()*$&

4 ?% Cl-ss 1

41

4 &.&

4 0.%?


> 4 0.&5(&


Bu;3li"! Resist-";e ;--;it 4 204.-55 3N


Te&s*$& C(+(s*),

iel stre"!t7 4

4 25


N/2

2

?

?

R-ius 6 !r-ti" r9

R-ius 6 !r-ti" r

N/2

')

A

1 4&.&

N/2

6

N/2


12/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D


4 1((.(

Te"si" ;--sit 4 &&.2?? 3N


2


13/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D

e(m Member R2

A,i-l Cressi" = 150.& 3N

A,i-l Te"si" 4 150.& 3N


E66. le"!t7 6 t7e e8er l9 4 1.5

E66. le"!t7 6 t7e e8er l 4 1.5



2336

Se;" Me"t 6 i"erti- I 4 420659

Se;" Me"t 6 i"erti- I9 4 12402-59

4 2.-

4 42.44


M- 4 1

Se!)*$& !%(ss*#*!()*$&

4 ?% Cl-ss 1

4 1

4&.&

4 0.%?


> 4 0.&5(&


Bu;3li"! Resist-";e ;--;it 4 204.-55 3N


Te&s*$& C(+(s*),

iel stre"!t7 4

4 25



N/2

2

?

?

R-ius 6 !r-ti" r9

R-ius 6 !r-ti" r

N/2

')

A

1

4&.&

N/2

6

N/2


14/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D


Te"si" ;--sit 4 &&.2?? 3N



15/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D

e(m *+e Su++$r) Member R2

Be"i"! Me"t M9 = 1.5&( 3N

S7e-r r;e 4 15.& 3N


E66. le"!t7 6 t7e e8er l9 4 2

E66. le"!t7 6 t7e e8er l 4 2



1536

Se;" Me"t 6 i"erti- I9 4 2363392

Se;" Me"t 6 i"erti- I 4 2363392

Pl-sti; Se;ti" Mulus $9 4 5532-

Pl-sti; Se;ti" Mulus $ 4 5532-

4 39.23

4 39.23


M-


16/50

SWS CONSULTANCY

PROJECT:DATE PA)E

11/20/2015


M.D

e(m Member R1

A,i-l r;e = %.%2& 3N

Be"i"! Me"t M9 = 5.&% 3N

S7e-r r;e 4 5.1& 3N


E66. le"!t7 6 t7e e8er l9 4 2

E66. le"!t7 6 t7e e8er l 4 2



Se;" Me"t 6 i"erti- I9 4 2363392

Se;" Me"t 6 i"erti- I 4 2363392

Pl-sti; Se;ti" Mulus $9 4 5532-

Pl-sti; Se;ti" Mulus $ 4 5532-

El-sti; Se;ti" Mulus $9 4 36--5.3333

El-sti; Se;ti" Mulus $ 4 36--5.3333

4 39.23

4 39.23


M-


17/50

RC PIER

NOTE:- DO NOT CHANGE VALUES IN BLACK

1) DESIGN DATA AND SPECIFICATION

1.1.MATERIAL PROPERTIES:

Concrete :- Gr!e C-"5 concrete # $ect%on &.'(

fc)* * "0 MP fc) c+,%n!er (

fc*0.fc) * /.0 MP

Ec*/00$rt#fc)( "122 MP

Reinforcement steel:

Gr!e "0 $tee,: 3or re4r$ !%. "0 n! 4o6e

f+ * '00 MP

f$ * 10 MP

E$ * "00000 MP

Gr!e '00 $tee,: 3or re4r$ ,e$$ tn !%. "0

f+ * '00 MP

f$ * 10 MP

E$ * "00000 MP

Mo!8,r rt% Ec 9 E$ * &.'" $e n * &

'.5

5."5

1.". RE3ERE;CES: -ERA BRIDGE DESIG; MA;AL "00"

-AAS


18/50

RC PIER

".1.". Se,f@e%t

L 1.5

'."

0.2A

G

W

0.2

3LDRIJ

"(*

3RESIST

*Jtn*J0.7*

S.3.*3REST.93DRIJ.*

'.". CMWA

*

Ptot

*PDL

*

MT*M

TDL>M

TWS>M

TWA*

ML*M

LDL>M

LWS>M

LWA*

eT*M

T9P

tot*

eL*M

L9P

tot*

*

,,


21/50

RC PIER

C$e I: RE3H RE3H RE3H

RE3H RE3H RE3H

C$e II: RE3H RE3H RE3H

RE3H RE3H RE3H

$8=er$tr8ct8re

RE3H RE3H ;9

RE3H RE3H

$84$tr8ct8re

RE3H RE3H ;9

RE3H RE3H

Tot,

RE3H RE3H ;9RE3H RE3H

RE3H RE3H ;9

RE3H RE3H

RE3H RE3H ;9

RE3H RE3H ;9

A( St4%,%t+ %n$t OJERTR;I;G:

RE3H ;9

RE3H ;9

S.3.* RE3H K ". *REF+

B( St4%,%t+ %n$t BEARI;G PRESSRE:

#4(c$e I: #4(c$e II:

RE3H RE3H

RE3H RE3H

RE3H RE3H

RE3H RE3H *REF+

RE3H RE3H *REF+

RE3H RE3H

*REF+

C( St4%,%t+ %n$t SLIDI;G:

RE3H

4( L%6e Lo! LL

PLLI

MTLL

MLLL

c( W%n! Lo! on Str8ct8re$ WS

3TW

* ; MTW

*

3LW

* ; MLW

*

3TW

* ; MTW

*

3LW

* ; MLW

*

3TW* ; MTW*3

LW* ; M

LW*

!( W%n! Lo! on L%6e Lo! $L

3TWL

* ; MTWL

*

3LWL

* ; MLWL

*

e(Bre%n9Lon%t8!%n, 3orce(R

3T3

* ; MT3

*

f(Stre c8rrent 3orce$A

3T3

* ; MT3

*

MREST.

*

MDRIJ.

* MLL

>MWS

>MWA

*

Ptot

*PDL

>PLLI

*

MT*M

TDL>M

TLL>M

TBR>M

TWL>MTWS>MTWA*

ML*M

LDL>M

LLL>M

LBR>M

LWL>MLWS>MLWA*

eT*M

T9P

tot*

eL*M

L9P

tot*

*

,,

3TDRIJ

*3TBR

>3TWL>

3TWS>

3TWA

*


22/50

RC PIER

RE3H

RE3H

RE3H

RE3H

RE3H RE3H 1.5 *REF+

RE3H ;

0 ;9

RE3H ;9

C$e I: RE3H RE3H RE3H

RE3H RE3H RE3H

C$e II: RE3H RE3H RE3H

RE3H RE3H RE3H

RE3H RE3H ;9

At 4rc%n ,e6e, * 0.00 RE3H ;9At =%er c= ,e6e, * ".00 RE3H ;9

At 4rc%n ,e6e, * 0.00 RE3H ;9

At =%er c= ,e6e, * ".00 RE3H ;9

A( St4%,%t+ %n$t OJERTR;I;G:

RE3H ;9

RE3H ;9

S.3.* RE3H K ". *REF+

B( St4%,%t+ %n$t BEARI;G PRESSRE:

#4(c$e I: #4(c$e II:

RE3H RE3H

RE3H RE3H

RE3H RE3H

RE3H RE3H *REF+

RE3H RE3H *REF+

RE3H RE3H

*REF+C( St4%,%t+ %n$t SLIDI;G:

3TDRIJ

*3TBR

>3TWL>

3TWS>

3TWA

*

3LDRIJ

*3LWS>

3LWL

*

3DRIJ

*#3TDRIJ

">3LDRIJ

"(*

3RESIST

*Jtn*J0.7*

S.3.*3REST.

93DRIJ.

*

'.. CME

>MWA

*

Ptot

*PDL

>PLLI

*

MT*M

TDL>M

TLL>M

TE>M

TWA*

ML*M

LDL>M

LLL>M

LE>M

LWA*

eT*M

T9P

tot*

eL*M

L9P

tot*

*

,,


23/50

RC PIER

RE3H

".00

RE3H

RE3H

RE3H RE3H 1.5 *REF+

3TDRIJ

*3TE>

3TWA

*

3LDRIJ

*3LE>

3LWA

*

3DRIJ

*#3TDRIJ

">3LDRIJ

"(*

3RESIST

*Jtn*J0.7*

S.3.*3REST.93DRIJ.*


24/50

RC PIER PIER CAP DESIG

1) DESIGN DATA

1.1.MATERIAL PROPERTIES:

Concrete :- Gr!e C-# concrete / section 0.#)

fc)* * "0 MP fc) c+,%n!er (

fc*0.fc) * /.0 MP

Ec*/00$rt#fc)( "122 MP


Gr!e "0 $tee,: 3or re4r$ !%. "0 n! 4o6ef+ * '00 MP

f$ * 10 MP

E$ * "00000 MP

Gr!e '00 $tee,: 3or re4r$ ,e$$ tn !%. "0

f+ * '00 MP

f$ * 10 MP

E$ * "00000 MP

Mo!8,r rt Ec 9 E$ * &.'" $e n * &

2) DESIGN FOR FLE%RE

Desin Lo!s:

#fro STAAD(

2.00 ;

72.00 ;

Pier C3 Section:

4* 1000

* 200

4

Te crc%n oent %6en 4+ :

1/000000000.00

12&.05 ?;9 '00

fr * 0.2'$rt#fc)( * "./1752512 MP

Te o8nt of re%nforceent $,, 4e !e8te to !e6e,o= fctore! f,e8r, re$%$tnce t ,e$t e8, to te

,e$$er of :

- 1." t%e$ te crc%n $trent !eter%ne! on te 4$%$ of e,$t%c $tre$$ !%$tr%48t%on n! te

o!8,8$ of r8=t8re fr of te concrete.

Be$%!e$ te re of re%nforceent $,, not 4e ,e$$ tn te %n%8 $r%ne n! te=rt8re re%nforceent.

Re%nforceent

M8 * 22.45 ?;9

De$%n oent M8 * "0"./2 ?;9

A$ * M8 9 # Q f+ #! - 9" ( ( @ere "0"./2 ?;9 * A$f+ 9 # 0./5 fc) 4 ( Q * 0.&0

4* 1000

A$$8e * 5 f+* '00.00 ;9"

A$ * M8 9 # Q f+ 1" " fc)* "0.00 ;9"

* A$f+ 9 # 0. "5 D* 200

!%* "0

co6er * 0

!* 550

Re8%re! A$ * 1" "9

$e 7 "0 c9c ""0 mm 6ot7 for to3 n! 6ottom

0./5

* 0.0"1 fc) * "0 ;9"

A$94! * 0.00"2 f+ * '00 ;9"O8 ++

M8#-6e(*

M8#>6e(

*

I *4'91" *

Mcr *frI9+t* +

t*

M8*

* 0.754

* 0.750./51#fc)9f+(2009#200>f+( 1*

=ro6%!e! * NN


25/50

RC PIER PIER CAP DESIG

#) DESIGN FOR S9EAR

S7er strent7

De$%n of cro$$ $ect%on$ $84Fect to $er $,, 4e 4$e! on

J8 N * QJn * Q #Jc > J$ ( Q * 0.&00

@ere J8 * fctore! $er force$ t te $ect%on

Jn * te no%n, $er $trent !eter%ne! $ te ,e$$er of Jn * Jc > J$ or Jn*0."5fc)46!6

Jc * te no%n, $er $trent =ro6%!e! 4+ te concrete !eter%ne! 4+:".00

J$ * te no%n, $er $trent =ro6%!e! 4+ te $er re%nforceent

J$ * A6f6! 9 $

S7er strent7 3ro"i!e! 6 concrete

Ser $tre$$ =ro6%!e! 4+ concrete

0.7" #MP (

Te $er $trent crr%e! 4+ concreteJc*6c4@!* 0.7" 4@! #;(

S7er strent7 3ro"i!e! 6 s7er reinforcement

Were te fctore! $er force J8 ecee!$ $er $trent QJc $er re%nforceent $,, 4e =ro6%!e! to $t%$f+

te e8t%on J8 N * QJn * Q # Jc > J$ (

Wen $er re%nforceent =er=en!%c8,r to te %$ of te e4er %$ 8$e!

J$ * J89Q - Jc * A6f+! 9 $

Tere fore $=c%n of $er re%nforceent $ %$ :S * A6f+! 9 J$ * A6f+!9#J89Q-Jc(*A6f+!9#J89Q - 0./1'4@! (

M%n%8 $er re%nforceent # E.1".' (

A6 * 0.0/'$rt#fc)(4@S 9 f+ fc) * "0 MP

S * A6f+ 9 # 0.0/'$rt# fc)(4@ ( f+ * '00 MP

M%8 $=c%n of $er re%nforceent A6 *!%.1" ""2 "

If J8 N 0.10fc) 4@ ! S N* 0./! N* 200 0.10fc) 4@!* 1100 M=

If J8 K* 0.10fc) 4@ ! S N* 0.! N* '00

Sect%on$ ,octe! ,e$$ tn !%$tnce ! fro $8==ort + 4e !e$%ne! for te $e $er $ tt o=8te! t !%$tnce !

/0".'2 550.000 0/.'1 /'."1 1100.0 200 1/' 77." 120

Jc * 0.0/''SRT#fc)(46!6 @ere '=

6c * 0.0/''$rt#fc)( *

J8#?;(

!#(

Jc *6c.4@.!10-

'

#?;(

J$*J89Q-Jc

#?;(

0.10fc)4@!#?;(

S-1#(

S-"*A6f+9#0.0/'$rt#fc)(4@(#(

S=c%n 4+ n,+$%$S*A6f+!9#J89Q-Jc(

#(

S=c%n=ro6%!e!#(


26/50

RC PIER

CDSCo-CWCE

S%&&AR OF LOADSDL#Lt.S8=.( 0.00 0.00 0.00 0.00 0.00

DL#Rt.S8=.( 0.00 0.00 0.00 0.00 0.00

LL#


27/50

P%er $ect%on c=c%t+ n,+$%$

,t%te fcore! ,o!$ fro ,o! co4%nt%on$#fro STAAD(

'21.51

11&.'/

;o%n, oent $trent of te $ect%on %n te !%rect%on of te - n! +- %$#fro STAAD(

/"5'.7&

117&.11

Q* 0.25

> N 1.0

0.""' N 1.0 O?H

M8

*

M8+

*

Mn

*

Mn+

*

M8

M8+

QMn

QMn+


28/50

CONTENTS

STABILITY O3 T


29/50

RC PIER

RC FOOTING DESIGN FOR COL%&N PIER

Lo!%n C$e S8r+

R%t ,e Center Le Left Le

Gro8=

I 12"0 27.55 &7.25 10'0 2&." '.0/ 1550 27.55 -'2.'/

II 12&0 27.55 &2.5& 11'0 2&." '5.& 120 27.55 -'.25

III 10'0 '.71 1'. 220.7 '55.72 -15.17 1000 '.7 -/0.75

J 1710 111.21 5'.7" 10/0 11&.2 -17.'" 1270 111.2 -&&.2"

E.EJE. I 1100 '51.72 -7'.1/ 22/./ '21.51 -11&.'7 &"".1 '51./ -152.&&

Ber%n C=c%t+ * '.5 '50

A,,o@4,e Ber%n C=c%t+ * 5."5 5"5

De$%n Con$tnt$

* ".00 M=

&.20 Reinforcement steel:

Gr!e "0 $tee,: 3or re4r$ !%. "0 n! 4o6e M=

f+ * "0 MP

f$ * 125 MP

E$ * "00000 MP

Gr!e '00 $tee,: 3or re4r$ ,e$$ tn !%. "0

f+ * '00 MP

f$ * 10 MP

E$ * "00000 MP

R

2.15

'.075

+

1. D*

1

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0.0"& 0.01' 0.025 0.0" 0.''' N B92 O8+

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"00.20 "0/.1"& ""5.077 ""'.5'/ "&.0"" N O8+

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0.01' 0.02 510/ ;

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170.1

3+#;( M

#;( M

#;( 3

+#;( M

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#;( 3

+#;( M

#; M

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f)c*

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30/50

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". W%!e Be Ser

. In te Sort D%rect%on

1&.&& !

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tr%, !* 0.&0

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31/50

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'. 3,e8re


Botto :-

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0.&

1.&

Lo!%n

12&0 27.55 120 2&." 120 27.55

R%t Center Left

0.000 0.0"' 0.01" 1

'1'.5& '05.2 '05.00

"27.12 10.&" "5/.57

20/.'7 ;9 57/.'

51/.'0 20/.'7 51/.'0

"&&.1/ ;

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32/50

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200.00 ;9


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33/50

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RC FOOTING DESIGN FOR COL%&N PIER

Lo!%n C$e S8r+

R%t ,e Center Le Left Le

Gro8=

I 12"0 27.55 &7.25 10'0 2&." '.0/ 1550 27.55 -'2.'/

II 12&0 27.55 &2.5& 11'0 2&." '5.& 120 27.55 -'.25

III 10'0 '.71 1'. 220.7 '55.72 -15.17 1000 '.7 -/0.75

J 1710 111.21 5'.7" 10/0 11&.2 -17.'" 1270 111.2 -&&.2"

E.EJE. I 1100 '51.72 -7'.1/ 22/./ '21.51 -11&.'7 &"".1 '51./ -152.&&

Ber%n C=c%t+ * '.5 '50

A,,o@4,e Ber%n C=c%t+ * 5."5 5"5

De$%n Con$tnt$

* "0.00 M=

/.00


Gr!e "0 $tee,: 3or re4r$ !%. "0 n! 4o6e M=

f+ * '00 MP

f$ * 10 MP

E$ * "00000 MP

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f+ * '00 MP

f$ * 10 MP

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0.000 -0."7 N W92 O8+

77.5'1 -22.7/& N O8+

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0.000 0.000 &2." ;

77.5'

77 5'

3+#;( M

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34/50

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2".5'

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1.2

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;9

5

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* /20 * 200

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35/50

RC PIER

'. 3,e8re


Botto :-

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0.5'

120 27.55

1.1'

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12&0 27.55 120 2&."

R%t Center Left

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/'.50 /1.&' /1".2

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* 0.01/"

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37/50

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38/50

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39/50

AWAS


40/50

AWAS


41/50

AWAS


42/50

AWAS


43/50

AWAS


44/50

AWAS


45/50

AWAS


46/50

AWAS


47/50

"1.& "1.& 0.'& 0.// 7.5"

" " 0." 0./5 7.1

51.5 51.5 0." 0./7 /.&2

'.1 '.1 0."" 0.// 2.20

22 22 0.17 0.&5 10.22

21.1 21.1 0.1' 0./& 7.07

'7.

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5

22

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57 57 0.15 0.7 5.&&

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7"

2

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72 72 22 0.1/ 0.& 10.2&

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1

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51.5

&

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2' 7 0.15 0.7 .&

7

1/ 50 0.17 " 17.00

50 72 0.'/ 0.7 "0.""

'0 '0 0." 0.7 5.0

7 7 0."5 0.7 /."'

22 22 0."' 0.7 10.2'

7' 7' 0."1 0.7 10.7'

71.5 71.5 0.7 0.7 "'.5"

5555

5' 5' 0.&1 0.7 ''.72

1"'.5 115=.; =5 25#.=1

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20 20 0.0& 1." 2./

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48/50

5' 5' 0.& 0.7 1/.1/

50 50 0.0' 0.7 1.05

27 27 0.7 0.7 "".0'

"".

2 2 0.02 0.& '.2

501.2


49/50

"1.& 0.2" 0.// 11.&5

" 1.0" 0./5 '2.1

51.5 1.1' 0./7 50.2'

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'7. 1.5/ 0.&" 5.'2

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57 1.11 0.7 ."&

0.00

0.00

0.00

0.00

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50/50

5' 0.&5 0.7 '5."5

50 1.2 0.7 51.10

27 0.'" 0.7 15.01

0.00

2 0.'5 0.& "0.12

#54.1< 501.2 501.2

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Documents

Pipe Carrying Steel Truss Bridge