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PC I Girder Posttensioned HS20 44 SI
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Transcript of PC I Girder Posttensioned HS20 44 SI
![Page 1: PC I Girder Posttensioned HS20 44 SI](https://reader036.fdocuments.us/reader036/viewer/2022082601/5695d0ef1a28ab9b02947bf8/html5/thumbnails/1.jpg)
7/23/2019 PC I Girder Posttensioned HS20 44 SI
http://slidepdf.com/reader/full/pc-i-girder-posttensioned-hs20-44-si 1/5
File : 298111289.xls ..............................................................................Page 1 of 5
PROJECT : GARDEZ - KHOST Ref. no. :
LOCATION : Bridge No. 5 Date :December 10,2015
STRUCTURE : I - GIRDER 0.600 x 1.450 x 25.700 . Engineer : Yuttana Suan!o
1) Material :
1.1) !o"#re$e
1.1.1) Precast girder
fc ! 45.00 N"##$ %C&'inder co#(ressie Strengt* at serice stage) +eig*t ! 23.60 ,N"#-
fci ! 36.00 N"##$ %C&'inder co#(ressie Strengt* at transfer stage)Ec ! 31,730 N"##$
Eci ! 28,380 N"##$
1.1.) To((ing S'a/
fc ! 30.00 N"##$ %C&'inder co#(ressie Strengt* at 0 da&s)
1.) S$ee% rei"&or#ee"$
1..1) Prestressing tendon
Prestressing +ire confor# to AST A21
Prestressing strand confor# to AST A213
1..) i'd stee'
P'ain /ars grade SR42 confor# to 5555555.
Defor#ed /ars grade SD426 confor# to 5555555
) Section properties of section
.1) Die"$io"
Lengt* L.............. ! 25.700 # no. x yi Ayi y Ay² Io
De(t* D.............. ! 1,450.0 ## 1 150000 1350 ### ### ### ###
7'ange +idt* to( 8t............. ! 750.0 ## 2 53900 ### ### ### ### ###
7'ange +idt* /ot. 8/............ ! 600.0 ## 3 158700 795 ### ### ### ###
9e/ 8+............! 230.0 ## 4 103750 ### ### ### ### ###
D1............! 200.0 ## 5 120000 100 12000000 ### ### ###
D............! 110.0 ## 690 586350 ### ### ###
D............! 250.0 ##
D2............! 200.0 ##
;irder s(acing ! 2.60 # < 2.=6
.) 're#()$ )e#$io"
A ! 586,350 ##$
0.03 > ? .66@ ! 14.253 ,N"# 17.120248
I ! ###
&t ! 704.04 ##
&/ ! 745.96 ##
t ! ### ##-
/ ! ### ##-
.) !o*o)i$e )e#$io" Banc* ! 30.00 ##
To( S'a/ ! 230.00 ## Side+a',?8arrier ! 5.100 ,N"#"girder
A ! 1,074,318 ##$ A"C t*ic,ness ! 50.00 ## +eig*t ! 24.00 ,N"#-
0.03 > ? .66@ ! 31.373 ,N"#
I ! ###
&t ! 318.40 ##
&/ ! 1,131.60 ##
t ! ### ##-
/ ! ### ##-
) Load BS 6422 Loading s&ste# confor#ing to AASBTO standard.
g ! 1,176.7 ,N4# Re#ar, 9*ee' 'oad.................! 842.4 ,N4#"+*ee' %AASBTO BS6422) factor ! 1.66
s ! 1,413.5 ,N4# I#(ac factor...............! 0.239 < 6.66
''?i ! 1,619.1 ,N4# Distri/tion factor.......! 1.551 1.829 <===1.829 for more than one road-lane
t ! 1.g ? s ? 1.3=%''?i)F *ence : ''?i.......... 1,619.1 ,N4# ###
! 6,882.4 ,N4# ###
2) Prestressing tendon
Strand t&(e 0.5" 270K
G4sectiona' area HA(s ! #N/A ##$ Tota' A(s ! #N/A ##$
8rea,ing strengt Hf( ! #N/A N"##$ N ! 5.0
ong #od's HEs ! #N/A N"##$
##4
##4
-1500 -1000 -500 0 500 1000 1500
0
200
400
600
800
1000
1200
1400
1600
1800
Topping Girder Yb=745.959
Yb'=1,131.603
![Page 2: PC I Girder Posttensioned HS20 44 SI](https://reader036.fdocuments.us/reader036/viewer/2022082601/5695d0ef1a28ab9b02947bf8/html5/thumbnails/2.jpg)
7/23/2019 PC I Girder Posttensioned HS20 44 SI
http://slidepdf.com/reader/full/pc-i-girder-posttensioned-hs20-44-si 2/5File : 298111289.xls ..............................................................................Page 2 of 5
PROJECT : GARDEZ - KHOST Ref. no. :
LOCATION : Bridge No. 5 Date :December 10,2015
STRUCTURE : I - GIRDER 0.600 x 1.450 x 25.700 . Engineer : Yuttana Suan!o7riction factor , µ ! 0.25000 "rad
9o//'e factor H ! 0.00520 "#
9edge dra+4in ! 3.0 ##
Initita' stressing Hf(i ! 74.77% of f( ! #N/A N"##$
Long ter# 'osses ! 200.00 N"##$ #N/A N"##$
K) Tendon arrangement
K.1) Te"do" $+*e , 'ro&i%e
Tendon Tendon No. of Po Lengt*H # Cre 'engt*H # Straig*t Tendon C.;.S fro# /otto#H ## A(s
no. t&(e strand ,N Left Rig*t 'engt* H# Left id Rig*t ##$
1 7 #N/A 25.700 12.850 12.850 0.000 1,210.0 330.0 1,210.0 #N/A
2 7 #N/A 25.700 12.850 12.850 0.000 970.0 210.0 970.0 #N/A
" 7 #N/A 25.700 12.850 12.850 0.000 730.0 90.0 730.0 #N/A
# 7 #N/A 25.700 12.850 12.850 0.000 490.0 90.0 490.0 #N/A
5 7 #N/A 25.700 12.850 12.850 0.000 250.0 90.0 250.0 #N/A
$ #N/A 0.000 0.000 0.0 #N/A
% #N/A 0.000 0.000 0.0 #N/A
8 #N/A 0.000 0.000 0.0 #N/A
9 #N/A 0.000 0.000 0.0 #N/A
10 #N/A 0.000 0.000 0.0 #N/A
TOTAL #N/A #N/A
K.) ri#$io" %o)) A/er(ge &or#e 'ro&i%e
Tendon α L Pi%ag.) P%ag.) Tendon C.;.S. H ## fro# /otto#
no. rad. # ,N ,N s((ort 1.666 # .666 # .0K6 # L"2 L" e'
1 ### 26.021 #N/A #N/A 1,210.0 1,078.4 957.4 862.9 550.0 330.0 ##
2 ### 25.940 #N/A #N/A 970.0 856.3 751.8 670.3 400.0 210.0 ##
" ### 25.870 #N/A #N/A 730.0 634.3 546.3 477.6 250.0 90.0 ##
# ### 25.766 #N/A #N/A 490.0 430.2 375.2 332.2 190.0 90.0 ##
5 ### 25.711 #N/A #N/A 250.0 226.1 204.1 186.9 130.0 90.0 ##
$ ### 0.000 #N/A #N/A 0.0 0.0 0.0 0.0 0.0 0.0 0
% ### 0.000 #N/A #N/A 0.0 0.0 0.0 0.0 0.0 0.0 08 ### 0.000 #N/A #N/A 0.0 0.0 0.0 0.0 0.0 0.0 0
9 ### 0.000 #N/A #N/A 0.0 0.0 0.0 0.0 0.0 0.0 0
10 ### 0.000 #N/A #N/A 0.0 0.0 0.0 0.0 0.0 0.0 0
TOTAL #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A ##
Eccentricit&H e%##) #N/A #N/A #N/A #N/A #N/A #N/A
Effectie de(t*H d%##) #N/A #N/A #N/A #N/A #N/A #N/A
Effectie de(t*H d%##) #N/A #N/A #N/A #N/A #N/A #N/A
#N/A #N/A f(e ! #N/A N"##$
Mf (ES
!
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7/23/2019 PC I Girder Posttensioned HS20 44 SI
http://slidepdf.com/reader/full/pc-i-girder-posttensioned-hs20-44-si 3/5File : 298111289.xls ..............................................................................Page " of 5
PROJECT : GARDEZ - KHOST Ref. no. :
LOCATION : Bridge No. 5 Date :December 10,2015
STRUCTURE : I - GIRDER 0.600 x 1.450 x 25.700 . Engineer : Yuttana Suan!o
3) Ultimate moment 0.90·Nos·Ap #N/A
6.6n ! N"A
+*ere Q d ! #N/A ## #N/A
( ! A(sNos"%8td) ! #N/A
f(s ! f(%146.K(f("fc) ! #N/A N"##$ #N/A
1.2d(f("fc ! #N/A N"A
N"A N"A N"A #N/A N"A N"A
N"A N"A N"A #N/A N"A
N"A N"A N"A #N/A N"A
N"A #N/A N"A N"A
=) Stresses Analysis
=.1) Tr(")&er )$(ge
#fcia ! 6.36fci ! -21.60 N"##$
#ftia ! 6.K66srt%fci) ! 3.00 N"##$ at s((ort
# ! 6.K6srt%fci) ! 1.50 N"##$ at #idd'e
distanceH# 6.666 1.666 .666 .0K6 L"
stress at to( /otto# to( /otto# to( /otto# to( /otto# to( /otto#
P"A #N/A # #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/APe" #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
g" 0.00 0.00 -0.86 0.91 -1.65 1.75 -2.26 2.40 -5.74 6.08
tota' #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
a''o+ 3.00 -21.60 1.50 -21.60 1.50 -21.60 1.50 -21.60 1.50 -21.60
N"A
=.) Ser/i#e )$(ge
#fca ! 6.26fci ! -18.00 N"##$
#fta ! 6.K66srt%fci) ! 3.35 N"##$
distanceH# 6.666 1.666 .666 .0K6 L"
stress at to( /otto# to( /otto# to( /otto# to( /otto# to( /otto#
P"A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
Pe" #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/Ag" 0.00 0.00 -0.86 0.91 -1.65 1.75 -2.26 2.40 -5.74 6.08
s" 0.00 0.00 -1.03 1.09 -1.98 2.10 -2.72 2.88 -6.90 7.31
''?i" 0.00 0.00 -0.23 0.81 -0.44 1.55 -0.60 2.14 -1.52 5.41
tota' #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A
a''o+ 3.35 -18.00 3.35 -18.00 3.35 -18.00 3.35 -18.00 -18.00 3.35
N"A
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7/23/2019 PC I Girder Posttensioned HS20 44 SI
http://slidepdf.com/reader/full/pc-i-girder-posttensioned-hs20-44-si 4/5File : 298111289.xls ..............................................................................Page # of 5
PROJECT : GARDEZ - KHOST Ref. no. :
LOCATION : Bridge No. 5 Date :December 10,2015
STRUCTURE : I - GIRDER 0.600 x 1.450 x 25.700 . Engineer : Yuttana Suan!o
0) Slab reinforcement
S ! 1,850.0 ##
7'g %t) ! 230.0 ## contro' #in. %S?620)"6 ! 13.= ##F
D' ! 5.428 ,N"#$
Ds ! 17.120 ,N"#$ se stee' SD-40
d ! 9.65 ,N4# *ence : f& ! 410 N"##$ 9
###'' ! 6.06S?6.31)"=1.6"6.620 fs ! 205 N"##$
! 3.56 ,N4# , ! 0.441
''?i ! 4.41 ,N4# ! 0.853
t ! 14.06 ,N4# R ! 3.39 N"##$
c ! 142.39 ,N4# V 12.63 ,N4#.........O c ! R/d$
As ! t"%fsd) d ! 205.00 ## 25
! 39.2 ##$"#
Proide #1 ## #6.26 #H As ! 0.=2 ##$ ###
n WALUEX # WALUEX #VALUE!
#VALUE!
) Shear reinforcement
.1) er$i#(% )e(r rei"&or#ee"$
.1.1) at D"
Wg ! 172.82 ,N
Ws ! 207.58 ,N
W''?i ! 303.49 ,N ###
W ! 1.Wg ? Ws ? 1.3%W''?i)F
! 1,161.29 ,N
Wc ! %6.srt%fc) ? 6.f(e)/+d
#N/A! #N/A ,N
W46.0KWc ! #N/A ,N
A ! %W46.0KWc)"%6.0Kdf&) se stee' SD-40
! #N/A ##$"%D") *ence : f& ! 410 N"##$
Proide #1 ## # N"A.1.) at L"2 6.425 #N/A #N/A
Wg ! 91.58 ,N g ! 882.6 ,N4#
Ws ! 110.00 ,N s ! 1,060.1 ,N4#
W''?i ! 273.71 ,N ### ''?i ! 1,214.4 ,N4#
W ! Wi ! 1.Wg ? Ws ? 1.3%W''?i)F ! #a ! 1.g ? s ? 1.3%''?i)F
! 863.38 ,N ! 5,193 ,N4#
cr ! /%6.Ksrt%fc)?f(e4fd) fd ! 4.56 N"##$
! #N/A ,N4# f(e ! #N/A N"##$
Wc ! 6.6Ksrt%fc)/+d ? Wg ? Wicr"#a
#N/A! #N/A N"A
W46.0KWc ! #N/A ,N
A ! %W46.0KWc)"%6.0Kdf&) se stee' SD-40
! #N/A ##$"# *ence : f& ! 410 N"##$Proide #1 ## # N"A
# ### #N/A
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7/23/2019 PC I Girder Posttensioned HS20 44 SI
http://slidepdf.com/reader/full/pc-i-girder-posttensioned-hs20-44-si 5/5File : 298111289 xls Page 5 of 5
PROJECT : GARDEZ - KHOST Ref. no. :
LOCATION : Bridge No. 5 Date :December 10,2015
STRUCTURE : I - GIRDER 0.600 x 1.450 x 25.700 . Engineer : Yuttana Suan!o
.) Horio"$(% )e(r rei"&or#ee"$
..1) at to((ing 0.15 2.0685
7*%'i#it) ! 6.1Kfc8td Y! .6=8td
! #N/A ,N Y! #N/A ,N
7* ! 6.6NosA(sf(s
! #N/A ,N*ence Q 7* ! #N/A ,N
###W*c ! 6.38tL"
! 2,491.90 ,N
7* 4 W*c ! #N/A ,N
! %.6=8td)"7*
! #N/A
As ! %7*4W*c)"%6.0Kf&) se ties SD-40
! #N/A ##$"# *ence : f& ! 410 N"##$
Proide n WALUEX # WALUEX
# #VALUE!#VALUE!
..) at to( f'ange
W ! 863.38 ,N
Z ! ### ##- ! WZ"%8+I)
! 0.17 N"##$
Wc ! 6.0K6.13srt%fc)
! 0.91 N"##$
As ! 0.00 ##$"#
Proide n WALUEX # WALUEX
..) at c.g. of section
W ! 863.38 ,N
Z ! ### ##-
! WZ"%8+I)
! 0.41 N"##$
Wc ! 6.0K6.13srt%fc)
! 0.91 N"##$ As ! 0.00 ##$"#
Proide #1 ## #6.K6 #H As ! 2K. ##$"# V 6.66 ##$..........O.
# ### > 0.00 mm²..........OK.
16)Camber & Deflection
&amber, m De'ection, mm
KPeL$"%20EI) #N/A #N/A
K+gL$L$"%02EI) 19.767 7.539
K+sL$L$"%02EI) 9.055
''?iL$"%0EI) 12.448
Tota' ! #N/A #N/A