Download - Pipe Carrying Steel Truss Bridge
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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
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7/26/2019 Pipe Carrying Steel Truss Bridge
2/50
SWS CONSULTANCY
PROJECT:DOCUMENT NO DATE
11/20/2015
TITLE:DESIGNED CHECKED SHEET
M.D
C"nstru(ti"n "# N Sr ins #"r $th)7ra : %si;in! "# th E
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7/26/2019 Pipe Carrying Steel Truss Bridge
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SWS CONSULTANCY
PROJECT:DOCUMENT NO DATE
11/20/2015
TITLE:DESIGNED CHECKED SHEET
M.D
C"nstru(ti"n "# N Sr ins #"r $th)7ra : %si;in! "# th E
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7/26/2019 Pipe Carrying Steel Truss Bridge
4/50
SWS CONSULTANCY
PROJECT:DOCUMENT NO. DATE
20/11/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(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
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7/26/2019 Pipe Carrying Steel Truss Bridge
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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
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7/26/2019 Pipe Carrying Steel Truss Bridge
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SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
Truss Member R1
A,i-l Cressi" = .2%5 3N
A,i-l Te"si" 4 .2%5 3N
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 2.5
E66. le"!t7 6 t7e e8er l 4 2.5
Sele;te Pr6ile 4 100x100x4mm RHS
Crss se;ti"-l Are- 4
1536
Se;" Me"t 6 i"erti- 4 2363392
4 39.23
4 39.23
Ce!" #$r s%e&'er&ess r()*$
M- 4 1
Se!)*$& !%(ss*#*!()*$&
4 22 Cl-ss 1
4 1
4 &.&
40.%(%
-rri-te ;ur=e 4 ;ur=e -
> 4 0.(5%5
;ressi=e iel stress 4 235
Bu;3li"! Resist-";e ;--;it 4 1-3.193 3N
*e";e s-6e i" Bu;3li"!
Te&s*$& C(+(s*),
iel stre"!t7 4
4 25
Assue e66e;ti=e -re- 4 0.( ties )rss -re-
4 122(.(
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+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
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7/26/2019 Pipe Carrying Steel Truss Bridge
7/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+L
*e";e s-6e i" Te"si"
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7/26/2019 Pipe Carrying Steel Truss Bridge
8/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
Truss Member R1
A,i-l Cressi" = 2.0( 3N
A,i-l Te"si" 4 2.0( 3N
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 2.5
E66. le"!t7 6 t7e e8er l 4 2.5
Sele;te Pr6ile 4 100x100x4mm RHS
Crss se;ti"-l Are- 4
1536
Se;" Me"t 6 i"erti- 4 2363392
4 39.23
4 39.23
Ce!" #$r s%e&'er&ess r()*$
M- 4 1
Se!)*$& !%(ss*#*!()*$&
4 22 Cl-ss 1
4 1
4 &.&
40.%(%
-rri-te ;ur=e 4 ;ur=e -
> 4 0.(5%5
;ressi=e iel stress 4 235
Bu;3li"! Resist-";e ;--;it 4 1-3.193 3N
*e";e s-6e i" Bu;3li"!
Te&s*$& C(+(s*),
iel stre"!t7 4
4 25
Assue e66e;ti=e -re- 4 0.( ties )rss -re-
4 122(.(
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+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
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7/26/2019 Pipe Carrying Steel Truss Bridge
9/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+L
*e";e s-6e i" Te"si"
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7/26/2019 Pipe Carrying Steel Truss Bridge
10/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
Truss Member R1
A,i-l Cressi" = 2.(1 3N
A,i-l Te"si" 4 2.(1 3N
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 2
E66. le"!t7 6 t7e e8er l 4 2
Sele;te Pr6ile 4 100x100x4mm RHS
Crss se;ti"-l Are- 4 1536
Se;" Me"t 6 i"erti- 4 2363392
4 39.23
4 39.23
Ce!" #$r s%e&'er&ess r()*$
M- 4 1
Se!)*$& !%(ss*#*!()*$&
4 22 Cl-ss 1
4 1
4 &.&
4 0.5?0
-rri-te ;ur=e 4 ;ur=e -
> 4 0.&10?
;ressi=e iel stress 4 235
Bu;3li"! Resist-";e ;--;it 4 194.49 3N
*e";e s-6e i" Bu;3li"!
Te&s*$& C(+(s*),
iel stre"!t7 4
4 25
Assue e66e;ti=e -re- 4 0.( ties )rss -re-
4 122(.(
Te"si" ;--sit 4 22.51 3N
*e";e s-6e i" Te"si"
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+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
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7/26/2019 Pipe Carrying Steel Truss Bridge
11/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
e(m Member R2
A,i-l Cressi" = 1&.1 3N
A,i-l Te"si" 4 1&.1 3N
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 1.5
E66. le"!t7 6 t7e e8er l 4 1.5
Sele;te Pr6ile
4
200x100x4mm RHS
Crss se;ti"-l Are- 4 2336
Se;" Me"t 6 i"erti- I 4 420659
Se;" Me"t 6 i"erti- I9 4 12402-59
4 2.-
4 42.44
Ce!" #$r s%e&'er&ess r()*$
M- 4 1
Se!)*$& !%(ss*#*!()*$&
4 ?% Cl-ss 1
41
4 &.&
4 0.%?
-rri-te ;ur=e 4 ;ur=e -
> 4 0.&5(&
;ressi=e iel stress 4 235
Bu;3li"! Resist-";e ;--;it 4 204.-55 3N
*e";e s-6e i" Bu;3li"!
Te&s*$& C(+(s*),
iel stre"!t7 4
4 25
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+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
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7/26/2019 Pipe Carrying Steel Truss Bridge
12/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+L
4 1((.(
Te"si" ;--sit 4 &&.2?? 3N
*e";e s-6e i" Te"si"
2
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7/26/2019 Pipe Carrying Steel Truss Bridge
13/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
e(m Member R2
A,i-l Cressi" = 150.& 3N
A,i-l Te"si" 4 150.& 3N
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 1.5
E66. le"!t7 6 t7e e8er l 4 1.5
Sele;te Pr6ile 4 200x100x4mm RHS
Crss se;ti"-l Are- 4
2336
Se;" Me"t 6 i"erti- I 4 420659
Se;" Me"t 6 i"erti- I9 4 12402-59
4 2.-
4 42.44
Ce!" #$r s%e&'er&ess r()*$
M- 4 1
Se!)*$& !%(ss*#*!()*$&
4 ?% Cl-ss 1
4 1
4&.&
4 0.%?
-rri-te ;ur=e 4 ;ur=e -
> 4 0.&5(&
;ressi=e iel stress 4 235
Bu;3li"! Resist-";e ;--;it 4 204.-55 3N
*e";e s-6e i" Bu;3li"!
Te&s*$& C(+(s*),
iel stre"!t7 4
4 25
Assue e66e;ti=e -re- 4 0.( ties )rss -re-
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+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
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7/26/2019 Pipe Carrying Steel Truss Bridge
14/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
C"stru;ti" 6 Ne@ Se@er Li"es 6r Bet7el Are- Resi9i"! 6 t7e E,isti"! Tru"3 li"es 6r M$'+L
Te"si" ;--sit 4 &&.2?? 3N
*e";e s-6e i" Te"si"
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SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
M.D
e(m *+e Su++$r) Member R2
Be"i"! Me"t M9 = 1.5&( 3N
S7e-r r;e 4 15.& 3N
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 2
E66. le"!t7 6 t7e e8er l 4 2
Sele;te Pr6ile 4 2100x100x4mm RHS
Crss se;ti"-l Are- 4
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
Ce!" #$r s%e&'er&ess r()*$
M-
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7/26/2019 Pipe Carrying Steel Truss Bridge
16/50
SWS CONSULTANCY
PROJECT:DATE PA)E
11/20/2015
TITLE : Steel Truss Bri!e Desi!" # M$%&'(0DESI)NED C*EC+ED
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
iel stress 6 steel 4 25
E66. le"!t7 6 t7e e8er l9 4 2
E66. le"!t7 6 t7e e8er l 4 2
Sele;te Pr6ile 4 100x100x4mm RHS
Crss se;ti"-l Are- 4 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-
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
Ce!" #$r s%e&'er&ess r()*$
M-
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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
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7/26/2019 Pipe Carrying Steel Truss Bridge
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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*
*
,,
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7/26/2019 Pipe Carrying Steel Truss Bridge
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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
*
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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*
*
,,
-
7/26/2019 Pipe Carrying Steel Truss Bridge
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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.*
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7/26/2019 Pipe Carrying Steel Truss Bridge
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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
Reinforcement steel:
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$94! * 0.00"2 f+ * '00 ;9"O8 ++
M8#-6e(*
M8#>6e(
*
I *4'91" *
Mcr *frI9+t* +
t*
M8*
* 0.754
* 0.750./51#fc)9f+(2009#200>f+( 1*
=ro6%!e! * NN
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RC PIER PIER CAP DESIG
#) DESIGN FOR S9EAR
S7er strent7
De$%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!#(
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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#
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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+
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CONTENTS
STABILITY O3 T
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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$$ tn !%. "0
f+ * '00 MP
f$ * 10 MP
E$ * "00000 MP
R
2.15
'.075
+
1. D*
1
B C
W*
#.
A D
B* 0.
Se,f We%t W #;(* 2/
Loct%on of Re$8,tnt R Eccentr%c%t+ e
Gro8= I II III J E.EJE. I
#(* '.02 '.02" '.010 '.0'' ".7"
0.0"& 0.01' 0.025 0.0" 0.''' N B92 O8+
0.0& 0.02 0.'// 0.077 0.'&2 N W92 O8+
"00.20 "0/.1"& ""5.077 ""'.5'/ "&.0"" N O8+
De$%n Lo! * "&.0"
0.01' 0.02 510/ ;
"0.&5
170.1
3+#;( M
#;( M
#;( 3
+#;( M
#;( M
#;( 3
+#;( M
#; M
#;(
9c" * ;9"
9c" * ;9"
Concrete:- Gr!e C-'0 concrete # $ect%on &.'(
f)c*
fc* #0.f)c( *
;9"
3+R
3+L
()*
e#(*
e#(*
* ,,
;9"
e* e
* J*3
+1>3
+">3+'>W*
A*J9A#1-2e
9B>2e
9W(* ;9"
B*J9A#1-2e
9B-2e
9W(*
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RC PIER
". W%!e Be Ser
. In te Sort D%rect%on
1&.&& !
1/0.'/
tr%, !* 0.&0
150.20
/1.12 ;
'.0
0."77 N 0.''" te 0."77
1.'2 1'55.'/
1122.551 ; O8+
4. In te Lon D%rect%on
12&0 11'0 120
1."5 &2.5& '5.& '.25
5
&&./5 ;9 &".2" ;9
&1."2 &/.&0'5
&5.55552
S3D BMD#( D%r or!%nte$#fro STAAD(
* /20 * 200
1*P9A#1 > 2e
9W(* ;9"
"*P9A#1 - 2e
9W(*
'*
1
'
"
Jct
*
c -rt%o of ,on $%!e to $ort $%!e of concentrte! ,o!*
0.122#1>"9c(*
6c4
*0.122#1>"9c(f)
c0.''"f)c* ;9" ;9"
Jre$
*6c4
B!* Jre$
Jct
3+R
* 3+C
* 3+L
*
MR
* MC
* ML
*
"
'
1
1*
1W*P9A#1 > 2e
9B(W*
'*
"*
"W*P9A#1 - 2e
9B(W*
*
5*
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RC PIER
'. 3,e8re
. In te Sort D%rect%on
Botto :-
"0 n!
C,er co6er * 50
0.&
1.&
Lo!%n
12&0 27.55 120 2&." 120 27.55
R%t Center Left
0.000 0.0"' 0.01" 1
'1'.5& '05.2 '05.00
"27.12 10.&" "5/.57
20/.'7 ;9 57/.'
51/.'0 20/.'7 51/.'0
"&&.1/ ;
Te oent for !e$%n %$ terefore
Mfct. * "&&.1/ ;9
Te crc%n oent %6en 4+ :
"50000000000
15'.1/ ?;9 500
fr * 0.2'$rt#fc)( * '.0/2'57075& MP
Te o8nt of re%nforceent $,, 4e !e8te to !e6e,o= fctore! f,e8r, re$%$tnce t ,e$t e8, to te
,e$$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 $r%ne n! te=rt8re re%nforceent.
Re%nforceent
M8 * 14;1.41 ?;9
De$%n oent M8 * 1/51./1 ?;9
A$ * M8 9 # Q f+ #! - 9" ( ( @ere 1/51./1 ?;9
* A$f+ 9 # 0./5 fc) 4 ( Q * 0.&0
4* '000
A$$8e '2 f+* "0.00 ;9"
A$ * M8 9 # Q f+ # 5'0" " fc)* ".00 ;9"
* A$f+ 9 # 0./ '2 D* 1000
!%* 12
co6er * 50
!* &"
Re8%re! A$ * 5'0" "9
S=c%n * 11
12 11< for @%!t* 4effPro6%!e A$ * 5'01.& "9
$%n *
!6%,
*D-9"-CLR CR*
4eff
*co,n @%!t>"#19"!(*
3+R
* MR
* 3+C
* MC
* 3+L
* ML
*
e#(*
*3+94
effW#1 > 2e
9W(*
%n
*3+
94eff
W#1 - 2e
9W(*
*
4eff
*
1*
%n
%n
*%n
4eff
*
M-
*
I *4'91" *
Mcr *frI9+t* +
t*
M8*
$e
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RC PIER
4. In te Lon D%rect%on
Botto :-
200.00 ;9
Te crc%n oent %6en 4+ :
"50000000000
15'.1/ ?;9 500
fr * 0.2'$rt#fc)( * '.0/2'57075& MP
Te o8nt of re%nforceent $,, 4e !e8te to !e6e,o= fctore! f,e8r, re$%$tnce t ,e$t e8, to te
,e$$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 $r%ne n! te=rt8re re%nforceent.
Re%nforceent
M8 * 14;1.41 ?;9
De$%n oent M8 * 1/51./1 ?;9
A$ * M8 9 # Q f+ #! - 9" ( ( @ere 1/51./1 ?;9
* A$f+ 9 # 0./5 fc) 4 ( Q * 0.&0
4* '000
A$$8e '2 f+* "0.00 ;9"
A$ * M8 9 # Q f+ # 5'1' " fc)* ".00 ;9"
* A$f+ 9 # 0./ '2 D* 1000
!%* "0
co6er * 50
!* &0
Re8%re! A$ * 5'1' "9
S=c%n * 177
"0 1== for @%!t* 4eff
Pro6%!e A$ * 5'1'. "9
Accor!%n to $ect%on 5.10./ te re of re%nforceent for @,,$ n! foot%n$ %n ec !%rect%on $,, not 4e ,e$$ tn :
A$ * 0.0015A
"'0 S * """./1
"0 222
"0 1==
Pro6%!e A$ * 5'1'. "9
0./5
* 0.01/" fc) * " ;9"
A$94! * 0.001& f+ * "0 ;9"
O8 ++
To= :-
1&.00 ;9
Te crc%n oent %6en 4+ :
"50000000000
15'.1/ ?;9 500
fr * 0.2'$rt#fc)( * '.0/2'57075& 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$$ tn te %n%8 $r%ne n! te=rt8re re%nforceent
M
*
I *4'91" *
Mcr *frI9+t* +
t*
M8*
$e
$e A$%n
*0.00154!* "9
$e
$e
* 0.754
* 0.750./51#fc)9f+(2009#200>f+( 1*
=ro6%!e!
* NN
M
*
I *4'91" *
Mcr *frI9+t* +
t*
-
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RC PIER
RC FOOTING DESIGN FOR COL%&N PIER
Lo!%n C$e S8r+
R%t ,e Center Le Left Le
Gro8=
I 12"0 27.55 &7.25 10'0 2&." '.0/ 1550 27.55 -'2.'/
II 12&0 27.55 &2.5& 11'0 2&." '5.& 120 27.55 -'.25
III 10'0 '.71 1'. 220.7 '55.72 -15.17 1000 '.7 -/0.75
J 1710 111.21 5'.7" 10/0 11&.2 -17.'" 1270 111.2 -&&.2"
E.EJE. I 1100 '51.72 -7'.1/ 22/./ '21.51 -11&.'7 &"".1 '51./ -152.&&
Ber%n C=c%t+ * '.5 '50
A,,o@4,e Ber%n C=c%t+ * 5."5 5"5
De$%n Con$tnt$
* "0.00 M=
/.00
Reinforcement steel:
Gr!e "0 $tee,: 3or re4r$ !%. "0 n! 4o6e M=
f+ * '00 MP
f$ * 10 MP
E$ * "00000 MP
Gr!e '00 $tee,: 3or re4r$ ,e$$ tn !%. "0
f+ * '00 MP
f$ * 10 MP
E$ * "00000 MP
R
"
+
.5 D*
.5
B C
W*
2.
A D
B* #.2
Se,f We%t W #;(* &2
Loct%on of Re$8,tnt R Eccentr%c%t+ e
Gro8= 1 "
#(* 1.000 1./51
0.000 -0./51 N B92 O8+
0.000 -0."7 N W92 O8+
77.5'1 -22.7/& N O8+
De$%n Lo! * 77.5'
0.000 0.000 &2." ;
77.5'
77 5'
3+#;( M
#;( M
#;( 3
+#;( M
#;( M
#;( 3
+#;( M
#; M
#;(
9c" * ;9"
9c" * ;9"
Concrete:- Gr!e C-"5 concrete
f)c*
fc* #0.f)
c( *
;9"
3+R
3+L
()*
e#(*
e#(*
* ,,
;9"
e* e
* J*3
+1>3
+">W*
A*J9A#1-2e
9B>2e
9W(* ;9"
B*J9A#1-2e 9B-2e 9W(*
-
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RC PIER
". W%!e Be Ser
. In te Sort D%rect%on
2".5' !
2".5'
tr%, !* 0.5'
2".5'
''."" ;
1.2
O8+
0.'7 K 0.''" te 0.''"
1./ 1/.75
"5'7.1'&' ;
4. In te Lon D%rect%on '.25
12&0 11'0 120
0.2 &2.5& '5.&
;9
5
1"5.02 ;9 1"5.02
1"5.02 1"5.02"5
1"5.02"5
S3D BMD#( D%r or!%nte$#fro STAAD(
* /20 * 200
1*P9A#1 > 2e
9W(* ;9" "
"*P9A#1 - 2e
9W(*
'*
1
'
Jct
*
c -rt%o of ,on $%!e to $ort $%!e of concentrte! ,o!*
0.122#1>"9c(*
6c4
*0.122#1>"9c(f)
c0.''"f)c* ;9" ;9"
Jre$
*6c4
B!* Jre$
Jct
3+R
* 3+C
* 3+L
*
MR
* MC
* ML
*
1
"
'
1*
1W*P9A#1 > 2e
9B(W*
'*
"*
"W*P9A#1 - 2e
9B(W*
*
5*
-
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RC PIER
'. 3,e8re
. In te Sort D%rect%on
Botto :-
'" n!
C,er co6er * 50
0.5'
120 27.55
1.1'
Lo!%n
12&0 27.55 120 2&."
R%t Center Left
0.000 0.0"' 0.01" 0.7
/'.50 /1.&' /1".2
255./0 "2.7" 2''.75 7'.2/
&2.'' ;9 /75.0
7'.2/ &2.''
""2.02 ;
Te oent for !e$%n %$ terefore
Mfct. * ""2.02 ;9
Te crc%n oent %6en 4+ :
5000000000
507.1 ?;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$$ tn te %n%8 $r%ne n! te=rt8re re%nforceent.
Re%nforceent
M8 * 54.;= ?;9
De$%n oent M8 * 20/.57 ?;9
A$ * M8 9 # Q f+ #! - 9" ( ( @ere 20/.57 ?;9
* A$f+ 9 # 0./5 fc) 4 ( Q * 0.&0
4* '000
A$$8e '2 f+* "0.00 ;9"
A$ * M8 9 # Q f+ # '07" " fc)* ".00 ;9"
* A$f+ 9 # 0./ "1 D* 200
!%* 12
co6er * 50
!* 5"
Re8%re! A$ * '07" "9
S=c%n * 1&2
12 105 for @%!t* 4effPro6%!e A$ * '07".5 "9
$%n *
!6%,
*D-9"-CLR CR*
ML
*
4eff
*co,n @%!t>"#19"!(*
3+R
* MR
* 3+C
* MC
* 3+L
*
e#(*
*3+94
effW#1 > 2e
9W(*
%n
%n*3+94effW#1 - 2e9W(*
*
4eff
*
1*
%n
*%n
4eff
*
M-
*
I *4'91" *
Mcr *frI9+t* +
t*
M8*
$e
-
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RC PIER
4. In te Lon D%rect%on
Botto :-
200.00 ;9
Te crc%n oent %6en 4+ :
5000000000
507.1 ?;9 '00
fr * 0.2'$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$$ tn te %n%8 $r%ne n! te=rt8re re%nforceent.
Re%nforceent
M8 * 54.;= ?;9
De$%n oent M8 * 20/.57 ?;9
A$ * M8 9 # Q f+ #! - 9" ( ( @ere 20/.57 ?;9
* A$f+ 9 # 0./5 fc) 4 ( Q * 0.&0
4* '000
A$$8e '2 f+* "0.00 ;9"
A$ * M8 9 # Q f+ # '0/ " fc)* ".00 ;9"
* A$f+ 9 # 0./ "1 D* 200
!%* "0
co6er * 50
!* 50
Re8%re! A$ * '0/ "9
S=c%n * '02
"0 #5 for @%!t* 4eff
Pro6%!e A$ * '0/." "9
Accor!%n to $ect%on 5.10./ te re of re%nforceent for @,,$ n! foot%n$ %n ec !%rect%on $,, not 4e ,e$$ tn :
A$ * 0.0015A
"'0 S * '/7./5
"0 #4=
0./5
"0 #5 fc) * " ;9"
Pro6%!e A$ * '0/." "9 f+ * "0 ;9"
* 0.01/"
A$94! * 0.001&
O8 ++
To= :-
1&.00 ;9
Te crc%n oent %6en 4+ :
5000000000
507.1 ?;9 '00
fr * 0.2'$rt#fc)( * "./1752512 MP
Te o8nt of re%nforceent $,, 4e !e8te to !e6e,o= fctore! f,e8r, re$%$tnce t ,e$t e8, to te
,e$$er of :
- 1." t%e$ te crc%n $trent !eter%ne! on te 4$%$ of e,$t%c $tre$$ !%$tr%48t%on n! teo!8,8$ of r8=t8re fr of te concrete.
Be$%!e$ te re of re%nforceent $,, not 4e ,e$$ tn te %n%8 $r%ne n! te=rt8re re%nforceent
M
*
I *4'91" *
Mcr *frI9+t* +
t*
M8*
$e
$e A$%n
*0.00154!* "9
$e 1*
$e
* 0.754
* 0.750./51#fc)9f+(2009#200>f+(
=ro6%!e!
* NN
M
*
I *4'91" *
Mcr *frI9+t* +
t*
-
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AWAS
-
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38/50
AWAS3
">W*
A*J9A#1-2e
9B>2e
9W(* ;9"
B*J9A#1-2e
9B-2e
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!e$%n $er $tre$$ 6 N 6c=
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6c=
* ;9" ;9"
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1*P9A#1 > 2e9W(* ;9"
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7/26/2019 Pipe Carrying Steel Truss Bridge
39/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
40/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
41/50
AWAS
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42/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
43/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
44/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
45/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
46/50
AWAS
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7/26/2019 Pipe Carrying Steel Truss Bridge
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.
".5 22
5
22
&& && 0.11 0.7 7.2"
57 57 0.15 0.7 5.&&
'5
71."
2/
5'
7"
2
1'.527
11''." 40;.1 2#4.1 51.;5
72 72 22 0.1/ 0.& 10.2&
22 55 0.1& 0.// &."0
55 1 0.17 0.7 .//
1
2.5 51.5 0.15 0.& 2.&5
51.5
&
/ '5 0.&' 0.7 "".7&'5 5' 0.&" 0.7 '.1'
5' 2' 0.&' 0.7 1.01
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
1.7 1.7 0.1 0.7 .0&
2'.5 2'.5 0.0& 0.7 .00
20 20 0.0& 1." 2./
/0 /0 0. 1." "."
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7/26/2019 Pipe Carrying Steel Truss Bridge
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
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7/26/2019 Pipe Carrying Steel Truss Bridge
49/50
"1.& 0.2" 0.// 11.&5
" 1.0" 0./5 '2.1
51.5 1.1' 0./7 50.2'
'.1 1.'" 0.// '&.21
22 1./ 0.&5 &"./0
21.1 1.' 0./& 7"./7
'7. 1.5/ 0.&" 5.'2
".5 0."7 0.// 10.100 0.00
0 0.00
0 0.00
&& 1.0& 0.7 75.5
57 1.11 0.7 ."&
0.00
0.00
0.00
0.00
0.00
0.00
0.000.00
0.00
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7/26/2019 Pipe Carrying Steel Truss Bridge
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
1#00.4= 24=4.# 24=4.#