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Reactions due to 70 R loading placed in coincidence with the centre line of pier
R1
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
#$ $$ 0 1%&'1$ 0 0 0 0
&% $$ 0 #$(')* 0 0 0 0
*# $$ 0 -1#')* 0 0 0 0
$* $$ 0 -#'1 0 0 0 0
))7'0$
R#
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
1) 17 0 1()'&7 0 0 0 0
#7 17 0 #*(' 0 0 0 0
)0 17 0 -1&'#7 0 0 0 0
*& 17 0 -1'** 0 0 0 0
)#7'(7
Reactions due to Class+ in third laneloading placed in coincidence with the centre line of pier R1
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
#$ $( 0 -&'1& 0 0 0 0
&% $( 0 1'#1 0 0 0 0
*# $( 0 1&0'0( 0 0 0 0
$* $( 0 (%')) 0 0 0 0
#17'$
R#
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
1) 17 0 -#'&7 0 0 0 0
#7 17 0 -#'$$ 0 0 0 0
)0 17 0 1)*'(# 0 0 0 0*& 17 0 %)'%% 0 0 0 0
#&*'7(
Reactions due to &Class+ loading placed in coincidence with the centre line of pier
R1
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
#$ $( 0 1%0'&) 0 0 0 0
&% $( 0 17('&1 0 0 0 0
*# $( 0 #0)'7& 0 0 0 0
$* $( 0 7%')& 0 0 0 0
R#
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
1) 17 0 #0$'$1 0 0 0 0
#7 17 0 1%1'#% 0 0 0 0
)0 17 0 ##*'&) 0 0 0 0
*& 17 0 ()'1& 0 0 0 0
!a,i"u" !o"ent Case
ue to class + in third lane in one spanNode L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
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#$ *7 0 -*'#* 0 0 0 0
&% *7 0 #'&$ 0 0 0 0
*# *7 0 ##&'#1 0 0 0 0
$* *7 0 1*)'&% 0 0 0 0
&7)'71
ue to 70R in one span
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
1) #( 0 &)%'*& 0 0 0 0
#7 #( 0 )&('#7 0 0 0 0
)0 #( 0 $'7) 0 0 0 0
*& #( 0 -1#'1% 0 0 0 0
7(#'&*
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
#$ *$ 0 '01 0 0 0 0
&% *$ 0 &(('** 0 0 0 0
*# *$ 0 1)'*( 0 0 0 0$* *$ 0 -1&'(1 0 0 0 0
70%'&&
ue to & Class +
Node L/C Force-X kNForce-Y kNForce- kN!o"ent-X !o"ent-Y !o"ent- kN"
#$ *7 0 ('01 0 0 0 0
&% *7 0 &0$'($ 0 0 0 0
*# *7 0 &*1'7# 0 0 0 0
$* *7 0 1&7'*$ 0 0 0 0
11#)'1*
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R1 R#
$*#'(1
707'&7
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DESIGN DATA :
Formation Level = 461.525 m
Wearing Coat thickness = 0.065 m
Deck slab Thickness = 0 m
Deth o! "ir#er = 2.4 m
$o%t o! "ir#er = 45&.&4 m
'ini. (t o! )earing *e#estal = 0.2 m
)earing Level = 45&.&4 m
ht. o! )earings = 0.105 m
To level o! *ier ca = 45&.5+5 m
Deth o! *ier ca = 1.5 m
)ot. Level o! *ier ca = 45,.0+5 m
Fo-n#ing level = 446 m
)ott Level o! ier col-mn = 44,.5 m
Thickness o! Fo-n#ation at the root = 1.5 m
"ro-n# level= 450.+ m
nterme#iate Level = 451.00
ESTIMATION OF LOADS
1.0 Dead Loads
$el! /t. o! the bo gir#er incl-sive o! #iahragms= ,&00 k
3e! $-erstr-ct-re Design note 3*402
Center o! bearing !rom center o! ierlongit-#inal #ir = 0.+ m
Total Dea# Loa# on *ier #-e to s-erstr-ct-re
ertical 3eaction = +00 k
Tranverse moment = 0 k7m
Longit-#inal 'oment = 11,0 k7m
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2.0 Superimposed Dead Loads
S.No. Load Description Load a!cu!ations "a!ue #$N%
1 Wearing Coat =1.4+81184+., 6&,
2 Crash )arrier = 6.,584+.,81 25
+ *araet /all above Crash barrier =0.1,580.82584+.,1,2
+'e#ian
1+
Tota! 124
Transverse 'oment #-e to -nbalance loa#s .e. Crashbarrier9 *araet on one si#e an# 'e#ian on other
$-ort reaction #-e to C.) an# *araet /all = 2+4 k
C.g o! C.) !rom o-ter e#ge = 0.225 m
Transverse 'oment #-e C) an# *araet = 670.22582+4 = 1+4 k7m
$-ort reaction #-e to me#ian an# me#ian slab = ,0 k
C.g o! me#ian !rom o-ter e#ge = 0.15 m
Trans. 'oment #-e me#ian an# me#ian slab = 670.158,0 = 40, k7m
Total $DL on *ier
ertical 3eaction = 64, k
et Tranverse 'oment = =1+4 7 40, = 41 k7m
Longit-#inal 'oment = 14 k7m
&.0 Li'e Load
Transverse :cc. D-e To ,03 1 Lane ; Cass 7< 1 Lane
2.,m 1.&m
1.2m 0.15m
,m
=0.+80.22582584+.,;0.680.182584+.,
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C" o! the ,0 3 Loa# !rom the o-ter e#ge= +.05 m
C" o! the Cl7< Loa# !rom the e#ge o! the
+r# Lane ,m !rom the o-ter e#ge= &.& m
CL o! the Deck !rom the e#ge o! the CWa>= 6 m
(ence et Trans. ecc at the CL o! the Deck= 0.&,1 m
Transverse :cc. D-e To Class < + Lane
0.15m
C" o! the + L Cl7< Loa# !rom the o-ter e#ge= 5.+ m
CL o! the Deck !rom the e#ge o! the CWa>= 6 m
(ence net Trans. eccat the CL o! the Deck= 0., m
&.1 For Ma( )eaction ase
)1#$N% )2#$N%
,03 Wheele# 1 Lane 0 60
,0 3 Wheele# ; 1 Lane Class < 0 14&0
+ Lane Class < 0 1560
+.1.1 For ,0 3 Wheele#
ertical 3eaction = 60 k
Longit-#inal 'oment = 2&& k7m
Transverse :ccentricit>= 2.05 m
Transverse 'oment= 2,& k7m
+.1.2 For ,0 3 Wheele#;1 L Class <
3e#-ction !actor as er Cla-se 20& o! 3C?672000 = 0@
1st lane #nd lane&rd lane
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ertical 3eaction = 1++2 k
Longit-#inal 'oment = 400 k7m
Transverse :ccentricit> = 0.&,1 m
Transverse 'oment = 1160 k7m
+.1.+ For + Lane Class7<
3e#-ction !actor as er Cla-se 20& o! 3C?672000 = 0@
ertical 3eaction = 1404 k
Longit-#inal 'oment = 421.20 k7m
Transverse :ccentricit>= 0., m
Transverse 'oment= &+ k7m
*.0 +IND LOAD
at-ral "ro-n# Level = 450.+ m
Formation Level = 461.525 m
(eight ( = 11.225 m
v = 121 Bm(
*ress-re * = 5 Bgm2
:ose# Length= 44.0 m
:ose# Deth= 4.2 m =2.4;1.&
Transverse Force on $-erstr-ct-re = 1,2 B
'inim-m !orce on $-erstr-ct-re = 14 B
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Wi#th o! *ier Ca = 2.+ m
Deth o! *ier Ca = 1.5 m
Transverse /in# on *ier Ca = +.22 B
Level at the to o! the ier ca = 45&.54 m
Win# !orce is acting at level = 45,., m
-.0 LONGITDINAL FO)ES
*T*TF: bearings are rovi#e# to s-ort the s-erstr-ct-re
ne *T bearing Fie# t>e an# one "-i#e# bearing restraining in longit-#inal
is rovi#e# on Fie# *ier.
5.1 )earing De!ormation Forces?
$ince other en# o! the bo gir#er is !ree to move9 there is no !orce acting on this acco-nt
5.2 )raking Forces ?
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125
4,6 k
4,6 B 1 Fu!! Trains o/ 0) + 1 Fu!! Trains o/ !3A
D-e to + L Cl7<
1+6
71+
+4+
+4+ B 1 Fu!! Trains o/ !3A 4& Lanes
.0 Se!/ 5t. O/ Su6structure
,.1 Dirt/all9 *ier ca an# *ier
12
1.0
0.+5
1.,5
&.25
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8.0 Seismic Forces
&.1 $eismic Forces in longit-#inal #irection
DL;$DL
D.L reaction acting on the *ier = 04 B
$eismic Coe%cient= 0.0502
$eismic !orce #-e to DL = 456 B
$eismic !orce is acting at level = 45&.&4 m
$el! Wt o! *ier Ca = 42+ B
C." o! *ier ca loa# = 45,.&& m
$eismic !orce #-e to ierca DL = 21 B
$el! Wt o! #irt /all = 245 B
C." o! loa# = 460.00 m =45.,
$eismic !orce #-e to Dirt /all = 12 B
$el! Wt o! ierca overhang = &1 B
C." o! loa# = 45&.16 m
$eismic !orce #-e to overhang = 4 B
$el! Wt o! *ier Col-mn = 525 B
C." o! *ier col-mn loa# = 452.2, m
$eismic !orce #-e to ier col-mn 26.+5 B
Eto nterme#iate level
$el! Wt o! *ier Col-mn = ++2 B
C." o! *ier col-mn loa# = 454.02 m
$eismic !orce #-e to ier col-mn = 1, B
&.2 $eismic Forces in trasverse #irection
D.L reaction acting on the *ier = 454, B
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$eismic Coe%cient = 0.00
$eismic !orce #-e to DL = 40 B
$eismic !orce is acting at level = 460.+4 m = 45&.&4;1.5
$el! Wt o! *ier Ca = 42+ B
C." o! *ier ca loa# = 45,.&& m
$eismic !orce #-e to ierca DL = +& B
$el! Wt o! #irt /all = 245 B
C." o! loa# = 460.00 m
$eismic !orce #-e to Dirt /all = 22 B
$el! Wt o! ierca overhang = &1 B
C." o! loa# = 45&.16 m
$eismic !orce #-e to overhang = 4 B
$el! Wt o! *ier Col-mn = 525 B
C." o! *ier ca loa# = 452.26& m
$eismic !orce #-e to ier col-mn = 4, B
Eto nterme#iate Level
$el! Wt o! *ier Col-mn = ++2 B
C." o! *ier col-mn loa# = 454.02 m
$eismic !orce #-e to ier col-mn +0 B
$eismic !orce #-e to Live loa# = 6+ B
Consi#ering maim-m reaction #-e to live loa#
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7.0 Summar9 o/ /orces on Fi(ed ier at ;earin< Le'e!
Sno. Description o/ Loads= Forces "ertica! Load #%
#$N% #$N% #$N% #m% #m% #$N3m% #
1.0 Dea# Loa# !rom $-erstr-ct-re +00.00 0.00 0.00 0.00 0.00 11,0.00
2.0 $-erimose# Dea# Loa# 646.&, 0.00 0.00 0.00 0.00 14.06
+.0 Live loa#
+.1 'aim-m 3eaction
+.1.1 ,03 /heele# 1 vehi. 60.00 0.00 0.00 0.00 0.00 2&&.00
+.1.2 ,03 ; Class < 11 vehi. 1++2.00 0.00 0.00 0.00 0.00 +.60
+.1.+ + lanes o! Class < 1404.00 0.00 0.00 0.00 0.00 421.20
4.0 Win# loa#
4.1 Win# loa# on $-erstr-ct-re 0.00 0.00 1,2.22 0.00 2.10 0.00
4.2 Win# loa# on Live loa# 0.00 0.00 2,.66 0.00 +.&& 0.00
5.0 )raking Force
5.1 ,03 /heele# 1 vehi. 0.00 +,+.44 0.00 0.00 0.00 0.00
5.2 ,03 ; Class < 11 vehi. 0.00 4,5.65 0.00 0.00 0.00 0.00
5.+ + lanes o! Class < 0.00 +4+.2& 0.00 0.00 0.00 0.00
6.0 $eismic loa#
6.1 $eismic loa# in Long. Direction
6.1.1 Dea# Loa# !rom $-erstr-ct-re 0.00 456.0 0.00 0.00 0.00 0.00
6.2 $eismic loa# in Trans. Dir.
6.2.1 Dea# Loa# !rom $-erstr-ct-re 0.00 0.00 40&.6 0.00 1.50 0.00
6.2.2 Live loa# 0.00 0.00 6+.14 0.00 +.&& 0.00
>ori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
M
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7.0 Summar9 o/ /orces at te ;ottom o/ Fi(ed ier o!umn
S.No. Description o/ Loads= Forces "ertica! Load #%
#$N% #$N% #$N% #m% #m% #$N3m% #
1.0 Dea# Loa# !rom $-erstr-ct-re +00.00 0.00 0.00 0.00 0.00 11,0.00
2.0 $-erimose# Dea# Loa# 646.&, 0.00 0.00 0.00 0.00 14.06
+.0 Live loa#
+.1 'aim-m 3eaction
+.1.1 ,03 /heele# 1 vehi. 60.00 0.00 0.00 0.00 0.00 2&&.00
+.1.2 ,03 ; Class < 11 vehi. 1++2.00 0.00 0.00 0.00 0.00 +.60
+.1.+ + lanes o! Class < 1404.00 0.00 0.00 0.00 0.00 421.20
4.0 Win# loa#
4.1 Win# loa# on $-erstr-ct-re 0.00 0.00 1,2.22 0.00 1+.44 0.00
4.2 Win# loa# on Live loa# 0.00 0.00 2,.66 0.00 15.2+ 0.00
4.+ Win# loa# on *ier Ca 0.00 0.00 +.22 0.00 10.2 0.00
5.0 )raking Force !or normal con#ition
5.1 ,03 /heele# 1 vehi. 0.00 +,+.44 0.00 11.+4 0.00 42+4.&5
5.2 ,03 ; Class < 11 vehi. 0.00 4,5.65 0.00 11.+4 0.00 5++.&
5.+ + lanes o! Class < 0.00 +4+.2& 0.00 11.+4 0.00 +&2.,,
6.0 $eismic loa#
6.1 $eismic loa# in Long. Direction
6.1.1 From $-erstr-ct-re 0.00 456.0 0.00 11.+4 0.00 51,2.00
6.1.2 From *ier Ca 0.00 21.2+ 0.00 10.+& 0.00 220.51
6.1.+ From #irt /all 0.00 12.2& 0.00 12.50 0.00 15+.50
6.1.4 *ierca overhang 0.00 4.0, 0.00 10.66 0.00 4+.4+
6.1.5 From *ier Col-mn 0.00 26.+5 0.00 4.,, 0.00 125.61
6.2 $eismic loa# in Trans. Dir.
>ori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
M
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6.2.1 Dea# Loa# !rom $-erstr-ct-re 0.00 0.00 40&.6 0.00 12.&4 0.00
6.2.2 Live loa# 0.00 0.00 6+.14 0.00 15.2+ 0.00
6.2.+ From *ier Ca 0.00 0.00 +&.0& 0.00 10.+& 0.00
6.2.4 From #irt /all 0.00 0.00 22.0+ 0.00 12.50 0.00
6.2.5 *ierca overhang 0.00 0.00 4.0, 0.00 10.66 0.00
6.2.6 From *ier Colm. 0.00 0.00 4,.25 0.00 4.,, 0.00
,.0 $el! Wt o! *ier Ca ; #irt/all ; overhang ,4.52 0.00 0.00 0.00 0.00 7+00.00
&.0 $el! Wt o! *ier Col 525.+1 0.00 0.00 0.00 0.00 0.00
Friction is neglecte# onl> braking !orce shall be consi#ere# -n#er seismic con#ition as er note give in cla-se 214.5.1
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Load om6ination 1: DL SIDL LL#0)% LonL%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
MomM
>ori. Force #>L%
>ori.Force
#>T%
Eccentri
cit9 #eL%
Eccentricit
9 #eT%
Moment
ML
Mom
M
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Load om6ination &: DL SIDL LL #& !ass A% Lonori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
MomM
>ori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
MomM
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Load om6ination -: DL SIDL LL #0)% Lon< SeismicLonori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
MomM
>ori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
MomM
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10.0 Summar9 o/ /orces on ier at Intermediate !e'e! o/ ier co!umn
# *-1.0 %
Sno. Description o/ Loads= Forces "ertica! Load #%
#$N% #$N% #$N% #m% #m% #$N3m% #$
1.0 Dea# Loa# !rom $-erstr-ct-re +00.00 0.00 0.00 0.00 0.00 11,0.00
2.0 $-erimose# Dea# Loa# 646.&, 0.00 0.00 0.00 0.00 14.06
+.0 Live loa#
+.1 'aim-m 3eaction
+.1.1 ,03 /heele# 1 vehi. 60.00 0.00 0.00 0.00 0.00 2&&.00
+.1.2 ,03 ; Class < 11 vehi. 1++2.00 0.00 0.00 0.00 0.00 +.60
+.1.+ + lanes o! Class < 1404.00 0.00 0.00 0.00 0.00 421.20
4.0 Win# loa#
4.1 Win# loa# on $-erstr-ct-re 0 0 1,2.22 0 .4 0
4.2 Win# loa# on Live loa# 0 0 2,.66 0 11.,+ 0
4.+ Win# loa# on *ier Ca 0 0 +.22 0 6.,& 0
5.0 )raking Force ormal con#ition
5.1 ,03 /heele# 1 vehi. 0 +,+.44 0 ,.&4 0 22,.&0
5.2 ,03 ; Class < 11 vehi. 0 4,5.65 0 ,.&4 0 +,2.11
5.+ + lanes o! Class < 0 +4+.2& 0 ,.&4 0 261.+0
6.0 $eismic loa#
6.1 $eismic loa# in Long. Direction
6.1.1 From $-erstr-ct-re 0 456 0 ,.&4 0 +5,6
6.1.2 From *ier Ca 0 21 0 6.&& 0 146
6.1.+ From #irt /all 0 12 0 .00 0 111
6.1.4 *ierca overhang 0 4 0 ,.16 0 2
6.1.5 From *ier Colm. 0 1, 0 +.02 0 50
6.2 $eismic loa# in Trans. Direction
>ori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
M
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6.2.1 Dea# Loa# !rom $-erstr-ct-re 0 0 40 0 .+4 0
6.2.2 Live loa# 0 0 6+.1 0 11.,+ 0
6.2.+ From *ier Ca 0 0 +& 0 6.&& 0
6.2.4 From #irt /all 0 0 12 0 .00 0
6.2.5 *ierca overhang 0 0 4 0 ,.16 0
6.2.4 From *ier Colm. 0 0 2. 0 +.02 0
.0 $el! Wt o! *ier Ca ; #irt/all ; overhang ,50 0 0 0 0 7+00
10.0 $el! Wt o! *ier Col ++2 0 0 0 0 0
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Load om6ination 1: DL SIDL LL#0)% Lon
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Load om6ination &: DL SIDL LL#0)% Trans' Seismic Lon
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12.0 Summar9 o/ /orces on ier and Foundation at Foundin< Le'e!
Sno. Description o/ Loads= Forces "ertica! Load #%
#$N% #$N% #$N% #m% #m% #$N3m% #
1.0 Dea# Loa# !rom $-erstr-ct-re +00.00 0.00 0.00 0.00 0.00 11,0.00
2.0 $-erimose# Dea# Loa# 646.&, 0.00 0.00 0.00 0.00 14.06
+.0 Live loa#
+.1 'aim-m 3eaction
+.1.1 ,03 /heele# 1 vehi. 60.00 0.00 0.00 0.00 0.00 2&&.00
+.1.2 ,03 ; Class < 11 vehi. 1++2.00 0.00 0.00 0.00 0.00 +.60
+.1.+ + lanes o! Class < 1404.00 0.00 0.00 0.00 0.00 421.20
4.0 Win# loa#
4.1 Win# loa# on $-erstr-ct-re 0.00 0.00 14.24 0.00 14.4 0.00
4.2 Win# loa# on Live loa# 0.00 0.00 2,.66 0.00 16.,+ 0.00
4.+ Win# loa# on *ier Ca 0.00 0.00 +.22 0.00 11., 0.00
5.0 )raking Force
5.1 ,03 /heele# 1 vehi. 0.00 +,+.44 0.00 12.&4 0.00 4,5.01
5.2 ,03 ; Class < 11 vehi. 0.00 4,5.65 0.00 12.&4 0.00 610,.+,
5.+ + lanes o! Class < 0.00 +4+.2& 0.00 12.&4 0.00 440,.6
6.0 $eismic loa#
6.1 $eismic loa# in Long. Direction
6.1.1 From $-erstr-ct-re 0.00 456.0 0.00 12.&4 0.00 5&56.1+
6.1.2 From *ier Ca 0.00 21.2+ 0.00 11.&& 0.00 252.+,
6.1.+ From #irt /all 0.00 12.2& 0.00 14.00 0.00 1,1.2
6.1.4 *ierca overhang 0.00 4.0, 0.00 12.16 0.00 4.54
6.1.5 From *ier Colm. 0.00 26.+5 0.00 6.2, 0.00 165.1+
6.2 $eismic loa# in Trans. Dir.
>ori. Force #>L%
>ori.Force#>
T%
Eccentricit9 #e
L%
Eccentricit9 #e
T%
MomentM
L
M
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6.2.1 Dea# Loa# !rom $-erstr-ct-re 0 0 40 0 14.+4 0
6.2.2 Live loa# 0 0 6+.1 0 16.,+ 0
6.2.+ From *ier Ca 0 0 +& 0 11.&& 0
6.2.4 From #irt /all 0 0 22 0 14.00 0
6.2.5 *ierca overhang 0 0 4 0 12.16 0
6.2.6 From *ier Colm. 0 0 4,.2 0 6.2, 0
,.0 $el! Wt o! *ier Ca ; #irt/all ; overhang ,50 0 0 0 0 7+00
&.0 $el! Wt o! *ier Col 525 0 0 0 0 0
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Load om6ination 1: DL SIDL LL#0)% Lon
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Load om6ination &: DL SIDL LL#0) % Trans' Seismic Lon
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Summary of Forces at the Bottom of Fixed Pier Column
Comb. Vertical Load (P)-T Lon Seismic(T-m) Trans! Seismic (T-m)1 $%1 *70 &(0
# 7#% $%% #1)
& 7&7 *)( 1%$
) $%1 *70 $$#
* $)# (1% #&(
$ $)# #&7 %$7
Summary of Forces at the "ntermediate le!el of Fixed Pier Column
Vertical Load (P)-T Lon Seismic(T-m) Trans! Seismic (T-m)$7# )&$ &(0
$#& $71 #&(
$#& #7# 7*&
Summary of Forces at the Foundin Le!el of Fixed Pier Column
Vertical Load (P)-#$ Lon Seismic(#$-m) Trans! Seismic (#$-m)
$7(# $1)7 &7&0$&0# 10101 #&&$
$&0# &$0$ 10&$&
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ALLATION OF SEISMI OEFFIIENT3LONGITDINAL>ori@onta! Seismic Forces:
= Gone o Gone Factor
= (oriHontal $eismic Coe%cient 0.10
0.16
0.24
0.+6
=
= mortance !actor
= 1.5
G = Gone Factor as given in table 5 nterim $eciIcations
Gone o =
G = 0.16
3 = 3esonse re#-ction !actor
3 = 2.5
T =
F = (oriHontal !orce in k re-ire# to be alie# at the centre o! mass o! the s-erstr-ct-re !or one m
horiHontal #eJection at the to o! the ierab-tment along the #irection o! horiHontal !orce
a!cu!ation o/ Time period #+a!! ier 5it semicircu!ar ends%
Calculation of stiness for pier
Dimension o! ier in long. Direction = 1.-0 m
Dimension o! ier in transverse Direction3ectang-lar orti = 2.00 m
Moment of inertia in transverse direction
'. o! the section abo-t its C." = 1.000
'. o! overall section abo-t its C." = 1.000
Moment of inertia in longitudinal direction
'. o! the section abo-t its C." = 0.5625
"ra#e o! concrete = *0 gra#e
Ko-ngs mo#-l-s o! elasticit> o! concrete : = +162+
(eight o! ier above the !o-n#ation = 11.0&- m =.5+5;1.5
= 0?00 Bm
= &712 Bm
$el! /eight o! ier = 0 k
Dea# loa# #-e to *ier ca = 0 kDea# Loa# !rom $-erstr-ct-re DL ; $DL = 04 B =+00;64,82
Live Loa# !rom $-erstr-ct-re = 0 B
Total loa# D = 04 B
Time erio# T = 0.5, sec
= 1.045
= 0.0502
Fe
<h Dea# Loa# ;
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L . Ra"oll Consulting ngineers Li"ited
ALLATION OF SEISMI OEFFIIENT3T)ANS"E)SE>ori@onta! Seismic Forces:
= Gone o Gone Factor
= (oriHontal $eismic Coe%cient 0.10
0.16
0.24
0.+6
=
= mortance !actor
= 1.5
G = Gone Factor as given in table 5 nterim $eciIcations
Gone o =
G = 0.16
3 = 3esonse re#-ction !actor
3 = 2.5
T =
F = (oriHontal !orce in k re-ire# to be alie# at the centre o! mass o! the s-erstr-ct-re !or one m
horiHontal #eJection at the to o! the ierab-tment along the #irection o! horiHontal !orce
a!cu!ation o/ Time period #+a!! ier 5it Semicircu!ar ends %
Calculation of stiness for pier
Dimension o! ier in long. Direction = 1.-0 m
Dimension o! ier in transverse Direction3ectang-lar orti = 2.00 m
Moment of inertia in transverse direction
'. o! the section abo-t its C." = 1.000
'. o! overall section abo-t its C." = 1.000
Moment of inertia in longitudinal direction
'. o! the section abo-t its C." = 0.5625
"ra#e o! concrete = *0 gra#e
Ko-ngs mo#-l-s o! elasticit> o! concrete : = +162+
(eight o! ier above the !o-n#ation = 11.0&- m
= 0?00 Bm
= &712 Bm
$el! /eight o! ier = 0 k 50@ o! sel! /eight o! i
Dea# loa# #-e to *ier ca = 0 k
Dea# Loa# !rom $-erstr-ct-re DL ; $DL = 454, BLive Loa# !rom $-erstr-ct-re = 4&0 B
Total loa# D = 502, B
Time erio# T = 0.5+4 sec
= 1.&,4
= 0.0&
Fe
<h Dea# Loa# ;
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ALLATION OF SEISMI OEFFIIENT3LONGITDINAL>ori@onta! Seismic Forces:
= Gone o Gone Factor
= (oriHontal $eismic Coe%cient 0.10
0.16
0.24
0.+6
=
= mortance !actor
= 1.5
G = Gone Factor as given in table 5 nterim $eciIcations
Gone o =
G = 0.16
3 = 3esonse re#-ction !actor
3 = 2.5
T =
F = (oriHontal !orce in k re-ire# to be alie# at the centre o! mass o! the s-erstr-ct-re !or one m
horiHontal #eJection at the to o! the ierab-tment along the #irection o! horiHontal !orce
a!cu!ation o/ Time period #+a!! ier 5it semicircu!ar ends%
Calculation of stiness for pier
Dimension o! ier in long. Direction = 1.00 m
Dimension o! ier in transverse Direction3ectang-lar orti = 2.00 m
Moment of inertia in transverse direction
'. o! the section abo-t its C." = 1.&,0
'. o! overall section abo-t its C." = 1.80
Moment of inertia in longitudinal direction
'. o! the section abo-t its C." = 0.215&
"ra#e o! concrete = &- gra#e
Ko-ngs mo#-l-s o! elasticit> o! concrete : = 25&0
(eight o! ier above the !o-n#ation = 10.&&- m
= 1-0&1- Bm
= 1&** Bm
$el! /eight o! ier = 0 k
Dea# loa# #-e to *ier ca = 0 kDea# Loa# !rom $-erstr-ct-re DL ; $DL = 04 B
Live Loa# !rom $-erstr-ct-re = 0 B
Total loa# D = 04 B
Time erio# T = 1.44& sec
= 0.61
= 0.0++1
Fe
<h Dea# Loa# ;