pile-reaction-and-pile-cap-.xls

7/23/2019 Pile-Reaction-and-Pile-Cap-.xls

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1.0 Introduction

2.0 Design of Pier cap

2.1 Material and permissible stresses

Concrete - M 60 ( For pier)

Concrete - M40 ( For pile and pile cap)

HYSD - Fe 500

Concrete in bending compression - 200 Mpa !"C 2#$ 2000 cla%se &0

Steel in bending tension - 240 M pa !"C 2# $ 2000 cla%se &0

Steel in bending compression - 205 M 'a !"C 2# $ 2000 cla%se &0

Over stressing factor

Seismic - - #5ind - - #&& !"C 6 $ 2000 able #

Const%ction *it+ 50 , seismic - #5

Constr%ction *it+ *ind - #&&

2.2 Details of carriageway and levels

pe o. s%perstr%ct%re / Simpl s%pported *it+ Fied and Free bearing

Span c1c o. pier(ani Side) / &5 m

Span c1c o. pier(M%se%m Sise) / 26 m

Formation *idt+ / #32 m

"adio%s o. c%rat%re / 360 m

F" / &03 m

7 / 28&2 m

'ile cap op / 2382 mengt+ (7 to top o. socet) / #243 m

op o. Socet / #585 m

earing coat t+icness / 00 m

Dept+ o. s%perstr%ct%re / 25 m

cg o. s%perstr%ct%re .rom so9t / #45 m

Heig+t o. pedestal : bearing / 05 m

Impact factor

;


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"# Pier

;>

26 26

'#4# '#42 '#4&

Free ;> pier Free

a$ %elf weig&t

Cross sectional area o. t+e bo girder is *ored o%t as /

D reaction / #5 &5

(M%se%m Side) 2

/ 4668 B ( !ncreased b #0 , .or *eb t

D reaction / #5 26

(=ni Side) 2

/ &463 B ( !ncreased b #0 , .or *eb t

eig+t o. diap+ragm / 235 B ( =ss%med )

b$ %uper imposed load

i) earing coat / 00 m t+ic

Carriage*a *idt+ / #5# m

Densit o. C / 2& B1m&

D / B1m

ii) Cras+ barrier c1s = / 040 m2

eig+t o. barrier / #000 B1m per side

iii) Serice t+ro%g+ / #00 B1m per cras+ barrier

cras+ barrier

i) Median / 040 200

/ 2000 B1m

) =dditional oerla / ## B1m2

/ 2 355 ##

/ #66# B1m

otal S!D / 883 B1m

sa / 0 B1m

S!D reaction / 000 &5

(M%se%m Side) 2

/ #535 B

S!D reaction / 000 26

(=ni Side) 2

/ ##30 B

AB7

m%e%m side ani side

m%se%m side

= @

C D


3/152

c$ 'ive load reaction

+e str%ct%re is analsed .or #E2E& and 4 lane o. class =E # and 2 lane o. Class 30" and

oerload as gien in tender doc%ment +e analsis is done in S==D 'ro and t+e

o%tp%t is tab%lated as gien belo*

(or Ma)imum 'ongitudinal Moment

pe o. ie load "eaction "a : "b "eaction "c : "d otal "

!"C class = 4#& 0

!"C class 2= 826 0

!"C class &= #2& 0

!"C class 4= #652 0

!"C class 30" 863 0

!"C class 2 30" #3&4 0

Aer load # lane 34 0

=ll reactions are in Bs and distances in mtr

Case 1* 'ive load placed at e)treme edge from central a)is

Case 2* 'ive load placed at central a)is

685 Class + one lane

otal

4#&

otal

0

4

"a "b

# Class + one lane

otal

4#&

otal

0

4

"a "b

5#0 Class + two lane

otal

826

otal

0

4

"a "b

&65 Class + two lane

otal

826

otal

0


4/152

4

"a "b

5#0 &65 Class + four lane

otal

#652

otal

0

4

"a "b

5555

Class ,0- one la

otal

863

otal

0

4

"a "b

Class ,0- one la

otal

863

otal

0

4

"a "b

5555 Class ,0- two la

otal

#3&4

otal

0

4

"a "b


5/152

one lan eoer load i

2&

One lane over lo

otal

34otal

0

4

"a "b

2&

5#

otal

#535

otal

0

4

"a "b

2&

5555

otal

#6#6

otal

0

4

"a "b

645

One lane ov

otal

34

otal

0

"a 4 "b

645

&2255

4

"a "b

58&2

#

One lane ov2 'ane Clas

One lane ovClass ,0- i

class 30"=

class =

oer load

class 30"=

class =

oer load

class 2=

oer load

class 30"

oer load


6/152

4

"a "b

645

&65255

4

"a "b

562

%pecial load / O

otal

0

otal

0

"a

"a "b

=ss%me etreme edge is t+e special load

+e centroidal distance .rom C7 o. t+e loading o. special e+icle to t+e C7o. t+e class = loading /2#

S%mmar o. ie load reactions on bearing are as s%marised belo*

Sr Bo pe o. ie load "a "b "c "d

# !"C class = #4 -50# 0 0

2 !"C class 2= #466 -640 0 0

& !"C class 4= ##25 523 0 0

4 !"C class 30" #6&8 -33# 0 0

5 !"C class 2 30" #&3 &55 0 0

6 !"C class 30" : Class = #648 -&68 0 0

3 !"C class 30" : Class 2= #23 &6 0 0

8 Aer load # lane -56 805 0 0 (Aer load) : (2 lane class =) #4#0 #65 #4#0 -#4#0

#0 Aer load : # lane class 30" #58# &5 0 0

## Aer load onl -8&& #582 0 0

## 233 #3## 0 0

122, 1,2 0 0

#&426 #60& 0 0

nit $ B

For 'ier cap designE SrBo 6 *ill goern *+ile .or pier designE SrBo 5 *ill goern

(or Ma)imum ransverse Moment

pe o. ie load "eaction "a : "b "eaction "c : "d otal "

(Aer load : # lane class =) :(*olane Class =)

Over load / 1 lane class +$ /One lane of ,0-$ in case 1

(Aer load : # lane class =) :(Anelane o. 30") in case 2

class 2==

class =

oer load

special= class =

=


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!"C class = #4 &00

!"C class 2= &88 600

!"C class &= 582 00

!"C class 4= 336 #200

!"C class 30" 444 43#

!"C class 2 30" 888 42Aer load # lane 6&4 5&0

=ll reactions are in Bs and distances in mtr

Case 1* 'ive load placed at e)treme edge from central a)is

Case 2* 'ive load placed at central a)is

685 Class + one lane


8/152

otal

#4

otal

&00

4"a "b

# Class + one lane

otal

#4

otal

&00

4

"a "b

5#0 Class + two lane

otal

&88

otal

600

4

"a "b

&65 Class + two lane

otal &88

otal

600

4

"a "b

5#0 &65 Class + four lane

otal

336

otal #200

4

"a "b

5555

Class ,0- one la

otal

444

otal

43#4

"a "b


9/152

Class ,0- one la

otal

444otal

43#

4

"a "b

5555 Class ,0- two la

otal

888

otal

42

4

"a "b


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06:04:#81

2&

One lane over lo

otal 6&4

otal

5&0

4

"a "b

2&

5#

otal

#022

otal

##&0

4

"a "b

2&

5555

otal

#038

otal

#00#

4"a "b

645

4

"a "b

645

4

"a "b

58

&2

#

One lane ov2 'ane Clas

One lane ovClass ,0- i

class 30"=

class =

oer load

class 30"=

class =

oer load

class 2=

oer load

class 30"

oer load


11/152

4

"a "b

645

&65255

4

"a "b

562 645

255 %pecial load / O

otal

828

otal

8&0

4

"a "b

+e centroidal distance .rom C7 o. t+e loading o. special e+icle to t+e C7o. t+e class = loading /2#

S%mmar o. ie load reactions on bearing are as s%marised belo*

Sr Bo pe o. ie load "a "b# !"C class = 42 -2&5

2 !"C class 2= 68 -&0#

& !"C class 4= 52 243

4 !"C class 30" 8& -&5

5 !"C class 2 30" 306 #82

6 !"C class 30" : Class = 84& -205

3 !"C class 30" : Class 2= 63 #5&

8 Aer load # lane -48 682

Aer load : 2 lane class = 64# &8#

#0 Aer load : # lane class 30" 3# 283

## Aer load # lane -305 #&&

12 Over load / 1 lane class +$ ,2 1340

#& -#55 #423

#4-20 #22

#5 -#84 #400

For 'ier cap designEand .or pier designE SrBo #2 *ill goern

%ummary of load on pier cap

SrBo oad combination = @

# ASD *it+o%t :05 Seismic &25 &252 ASD *it+o%t :05 Seismic &25 &25

& ASD *it+ one lane class = 4#3& 2358

4 ASD *it+ t*o lane class = 4#8& #

(Aer load : # lane class =) :(Anelane o. 30") in case #

(Aer load : # lane class =) :(Anelane o. 30") in case 2

(Aer load : # lane class =) :(*olane Class =)

class 2==

class =

oer load


12/152

5 D : S!D / CAM@ # &25 &25

6 &46 505#

3 2523 48#

8 CAM@ 2 : !BD ( #00 , "=BS ) &46 505#

CAM@ & : !BD ( #00 , "=BS ) 2523 48#

#0 CAM@ 2 : !BD ( 65 , - &5 , ) &46 505### CAM@ & : !BD ( 65 , - &5 , ) 2523 48#

#2 CAM@ # : ind ( #00 , "=BS ) &25 &25

#& CAM@ # : ind ( 65, - &5 , ) &25 &25

#4 CAM@ # :05 ( For Ma M) : Seismic &&33 4#55

#5 CAM@ # :05 ( For Ma M) : Seismic 28& 40&

#6 CAM@ # :05 ( For Ma M) : Seismic &&33 4#55

#3 CAM@ # :05 ( For Ma M) : Seismic 28& 40&

#8 CAM@ # :4C=SS= : CF / CAM@4 &383 &506

# CAM@4 (50, seismic): S;! &52& &&82

20 CAM@4 : #00 , !BD ( ran) &383 &506

nit $ B

C&ec5 for stability

"eaction d%e to D : S!D / &25 B

Ma tensile reaction d%e to / 33# B (at bearing =)

Factor o. Sa.et / 42& 2 +enceE o

CAM@ # : ( For Ma M) / CAM@2

CAM@ # : ( For Ma M)/CAM@ &


13/152

%i6e re7. for pedestal

7rade o. Concrete / M 60

/ #5 Mpa

/ =# Cl-&03#E !"C-2#-2000=2

*+ere =# 2

=2

/ 2 G #5

/ &0 Mpa

Ma ertical oad on 'edstal / 505# B

Dia A. 'edstal reI / 36& mm

Dia A. 'edstal 'roided / 800 mm

2.8 &e cap is designed as Corbel as per procedure given in Concrete 9ridge Design by !.:.

G

=

Y

C

G

Sel. *eig+t o. t+e cap

Calc%lating t+e *eig+t o. t+e cap ass%ming linear ariation

/ ( =# : =2 : SJ" ( =# =2 ) H 1&

=# / #5 2 / & m2

=2 / 5 255 / #235 m2

H / 2 m

/ #68 m&

/ 4 B

'ermisible co

cc co G

cc

=S

a!u

=+

=

S

dK+


14/152

#

&2#

&2#

2

#5

ed road .rom M%se%m to =nidistance bet*een bearing in

s%pported *it+ contin%it in


15/152

#5 m2

265 ##

+icening)

265 ##

+icening)

2500


16/152

action (B) 1 C

4#& &20

826

2&

652

863 3&&

3&4

34 ##06

in case 1

"a "b

#4 -50#

"c "d

0 0

in case 2

"a "b

#0 40&

"c "d

0 0

in case 1

"a "b

#466 -640

"c "d

0 0

in case 2

"a "b

-&4# ##63

"c "d

0 0


17/152

in case 1 and case 2

"a "b

##25 523

"c "d

0 0

e in case 1

"a "b

#6&8 -33#

"c "d

0 0

e in case 2

"a "b

-25 ##26

"c "d

0 0

e in case 1 and case 2

"a "b

#&3 &55

"c "d

0 0


18/152

is special load(ie tra9c load)

d in case 2

"a "b

-56 805 "c "d

0 0

"a "b

#4#0 #65

"c "d

#4#0 -#4#0

"a "b

#58# &5

"c "d

0 0

er load in case 1

"a "b

-8&& #582

"c "d

0 0

One lane over load / Class + / Cl

otal "a "

202 2&3 #3

otal "c "

0 0 0


otal "a "

er load in case 2 $/+ in case 1$

er load in case 2 $/n case 1$


19/152

202 426 #6

otal "c "

0 0 0


otal "a "

#88 233 #3

otal "c "

0 0 0

ne lane Class +$

"a "b

L=; L=;

"c "d

L=; L=;

M

M SM AF ";=C!ABS

4#&

620 826

#2& #652

650 863

#&0# #3&4

60 12;0

#230 #6&

562 34##8# #535

#2#2 #6#6

562 34

#4# #88

1322 202

#522 202

action (B) 1 C


20/152

44 #44

88

482

36

#5 582

8&0#64 ###

in case 1


21/152

"a "b

42 -2&5

"c "d

664 -&64

in case 2

"a "b

5 #8

"c "d

5 2&

in case 1

"a "b

68 -&0#

"c "d

#065 -465

in case 2

"a "b-#60 548

"c "d

-248 848

in case 1

"a "b

52 243

"c "d8#8 &8&

e in case 1

"a "b

8& -&5

"c "d

80 -4#


22/152

e in case 2

"a "b

533 -#&& "c "d

6#2 -#4#

e in case 1 and case 2

"a "b

306 #82

"c "d

34 #&


23/152

2

d in case 2

"a "b-48 682

"c "d

-40 530

"a "b

64# &8#

"c "d

#025 #05

"a "b

3# 283

"c "d

850 #5#

One lane over load in case 1

otal "a "

6&4 -305 #&

otal "c "

5&0 -50 ##


otal "a "

#232 -#55 #4

otal "c "

#&0# -#82 #4

One lane over load / Class + / Clotal "a "

#232 -20 #2

otal "c "

er load in case 2 $/+ in case 1$

er load in case 2 $/n case 1$


24/152

#&0# ##6 ##


otal "a "

#2#6 -#84 #4

otal "c "

#4&0 2#3 #2

ne lane Class +$

"a "b

-3&2 #560

"c "d

-6 #46#

"c "d M664 -&64 &&8&

#065 -465 50&88

8#8 &8& #4&26

80 -4# 508&

34 #& 2#54

84 -#26 4#&

642 42 #433

-40 530 26332

#025 #05 2&6#6

850 #5# 2406

-50 ##20 35038

41 1841 ;,4;

-#82 #48& 643

##6 ##85 436#8

2#3 #2#& 5#6#&

C D

0 00 0

0 0

0 0


25/152

2456 2456

2456 2456

#825

2456 2456

#825

2456 2456#825

2456 2456

2456 2456

2456 2456

2#4# S

2456 2456

2#4# S

&234 28&

2865 2643

&234 28&


26/152

-aina

ong

@

Y

D


27/152

.0 Design of pier

.1 !ertical forces

+e details o. ertical .orces at t+e bottom o. pier cap are as tab%lated belo*


# ASD *it+o%t : 50, Sei &25 &25

2 ASD *it+o%t : 50, Sei &25 &25

& ASD *it+ one lane class = 4#3& 2358

4 ASD *it+ t*o lane class = 4#8& #

5 D : S!D / CAM@ # &25 &25 2

6 &46 505# 2

3 2523 48# #

8 CAM@ 2 : !BD ( #00 , "=BS ) &46 505# 2

CAM@ & : !BD ( #00 , "=BS ) 2523 48# #

#0 CAM@ 2 : !BD ( 65 , - &5 , ) &46 505# 2

## CAM@ & : !BD ( 65 , - &5 , ) 2523 48# #

#2 CAM@ # : ind ( #00 , "=BS ) &25 &25 2

#& CAM@ # : ind ( 65, - &5 , ) &25 &25 2

#4 CAM@ # :05 ( Ma M) : Seismic &&33 4#55 2

#5 CAM@ # :05 ( Ma M) : Seismic 28& 40& 2

#6 CAM@ # :05 (Ma M) : Seismic &&33 4#55 2

#3 CAM@ # :05 ( Ma M) : Seismic 28& 40& 2

#8 CAM@ # :4C=SS= : CF / CAM@4 &383 &506 &

# CAM@4 : S;! &52& &&82 2

20 CAM@4 : #00 , !BD ( ran) &383 &506 &

.2


28/152

#3 CAM@ # :05 ( Ma M) : Seismic #83

#8 CAM@ # :4C=SS= : CF / CAM@4 #8#

# CAM@4 : S;! #80

20 CAM@4 : #00 , !BD ( ran) #8#nit $ OB

b$ =ind load

Heig+t o. s%perstr%ct%re aboe 7 / ##583 m

1$ (or =ind load 100 > in transverse direction

(or wind load on loaded structure wind pressure s&all be

ind press%re at t+is +eig+t / 608 g1m2

/ 060384 B1m2

Dept+ o. s%per str%ct%re / 2500 : #

( !ncl%ding cras+ barrier ) / &5 m

ind load / &&6 B1m

ind load on ie load / &00 g1m

/ & B1m

otal *ind load / 6&6 B1m

=ind force for superstructure

For ie load condition / &00 &

/ #5 B

eer =rm / #&583 m

For S%perstr%ct%re / &&6 &

/ #026 B

/ #02 m

=ind load for substructure

;posed area o. pier cap / 255 : 2

2

/ 525525 m2

ind load / 060384 525525

505 B

eer arm / 82& m

=rea o. pier eposed / 2 6#

/ #2&34 m2

ind load / 060384 G #2&34

##8 B

eer =rm / &5 m

(or wind load on unloaded structure wind pressure s&all be

/ 240 g1m2

/ 24 B1m2


29/152

ind load on s%perstr%ct%re / 840 B1m


For Bo -ie load condition / 840 &

/ 2562 B



2

/ 525525 m2

ind load / 24 525525

#26#26 B

eer arm / 82& m

=rea o. pier eposed / 2 6#83

/ #2&34 m2

ind load / 240 G #2&34

230 B

eer =rm / &5 m

SrBo oad combinationF+ trans s%perstr%ct%re F+ trans pier

#026 S''# D : S!D : : ind #50 505

2 D : S!D : ind 25620 #26#

nit $ B

2$ (or =ind load 43 > in transverse ans 3 > wind in longitudinal direction

SrBo oad combinationS%perstr%ct%re 'ier cap

65 , F &5 , F 65 , F &5

# D : S!D : : ind6663 &50

548 &20& &28 #2 D : S!D : ind #665& 863 820 4

c$ %eismic condition

Calculation of ime period

Calc%lation o. ime period as per !nterim recommendations o. !"C-6 2000

/ 2 D

#000 F

+ereE

/ ime period

D / =ppropriate Dead and ie load in B

F / Horiontal .orce to be applied at s%perstr%ct%re mass to

prod%ce # mm dePectin at top o. pier


30/152

F

' & DiPection #0mm

& ; !

pier

7= / Q Sa !

2 g "

Soil tpe Bo

Hard #

Medi%m 2

So.t &

(or O%D case (or %eismic case(in ASD Case 50 , Seismic)

F / # B F / # B

D / 65#8 B D / #225 B

/ 003 sec / #244 sec

Q / 0#6 Q / 0#6

! / #5 ! / #5

" / 25 " / 25

Soil tpe / # Soil tpe / #

sa1g / ##0& sa1g / 0804

=+ / 0026 =+ / 00&

1$ 'ongitudinal seimic wit& O%D

a$ (orces due to superstructure

Horiontal .orce /

/ &26 B

eer arm o. t+is .orce / 43 m

b$ (orces due to substructure

Force d%e pier cap / 0026 / ##62 B

eer arm .or t+is .orce / 82& m

For d%e to 'ier / 0026

/ #403 B

eer arm .or t+is .orce / &5 m

/

"


31/152

2$ ransverse seimic wit& O%D


Horiontal .orce /

/ &26 B

eer arm o. t+is .orce / 43 m

ranserse .orce / 0026 65#8

/ #325# B

eer arm o. t+is .orce / #02 m


Force d%e pier cap / 0026

/ ##62 B

eer arm .or t+is .orce / 82& m


/ #403 B


$ 'ongitudinal %eismic


ongit%dinal .orce /

Ma M case / 622 B

= o. t+is .orce / 50 m


Force d%e to pier cap / 00&86 4&2

/ #65 B/ 82& m

For d%e to 'ier / 00& 5&2

/ 2052 B


"

"


32/152

8$ ransverse seismic


ongit%dinal .orce /

ongit%dinal .orce / 6#& B


ranserse .orce d%e to ma M / 00& ##4&0

(D:S!D) / 44## B

= o. t+is .orce () / #0 m

For d%e to / 00& #0#5

/ B

= o. t+is .orce () / #0 m

ranserse .orce d%e to ma M / 00& ##4&0

(D:S!D) / 44## B

= o. t+is .orce / #0 m

For d%e to / 00& 82

/ &200 B

= o. t+is .orce () / #&5 m


Force d%e to pier cap / 00& 4&

/ #65 B

/ 82& m

For d%e to 'ier / 00& 5&2

/ 2052 B


5) Centrifugal (orce

CF / =s per !"C-6-2000E Cl-2#52#23"

(or Ma) M' Case*

MaE ie load reactionE / #280 B

Design speed .or c%red spanE / #00 Omp+

"edi%as o. C%ret%re spanE " / 360 m

Centri.%gal ForceE CF / #280 #00#23 360

"

2

+e centri.%gal .orce is calc%lated .or ario%s combinations =s per t+e tende doc%mload is a ra9c >am load ie Static load +ere.ore in a partic%lar combinations *+ecentri.%gal .orce de% to load ot+er t+an s%per load is onl calc%lated


33/152

Centri.%gal ForceE CF / #&262 B

= .or t+is .orce / #&583 m

.

(or Ma) M Case*

..1

MaE ie load reactionE / 44 B



Centri.%gal ForceE CF / 44 #00

#23 360

Centri.%gal ForceE CF / 5##8 B

= .or t+is .orce / #&583 m

6) (orces due to vertical loads

!ertical load

SrBo oad combination Combination C

# ASD *it+o%t : 50, Sei 65#8

2 ASD *it+o%t : 50, Sei 65#8

& ASD *it+ one lane class = 6

4 ASD *it+ t*o lane class = 3&44

5 D : S!D / CAM@ # ##4&0

6 #&45

3 #&088

8 CAM@ 2 : !BD ( #00 , "=BS ) #&45

CAM@ & : !BD ( #00 , "=BS ) #&088

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #&45

## CAM@ & : !BD ( 65 , - &5 , ) #&088

#2 CAM@ # : ind ( #00 , "=BS ) ##4&0

#& CAM@ # : ind ( 65, - &5 , ) ##4&0

#4 CAM@ # :05 ( Ma M) : Seismic #2445

#5 CAM@ # :05 ( Ma M) : Seismic #225

#6 CAM@ # :05 (Ma M) : Seismic #2445

#3 CAM@ # :05 ( Ma M) : Seismic #225

#8 CAM@ # :4C=SS= : CF / CAM@4 #&406

# CAM@4 : S;! #24#8

20 CAM@4 : #00 , !BD ( ran) #&406

+e centri.%gal .orce is calc%lated .or ario%s combinations =s per t+e tende doc%mload is a ra9c >am load ie Static load +ere.ore in a partic%lar combinations *+ecentri.%gal .orce de% to load ot+er t+an s%per load is onl calc%lated

CAM@ # : For Ma M / CAM@2

CAM@ # : For Ma M /CAM@ &


34/152

9ending moments in 'ong direction

SrBo oad combination nbalanced '

# ASD *it+o%t : 50, Sei 65#8

2 ASD *it+o%t : 50, Sei 65#8


4 ASD *it+ t*o lane class = 3&44

5 D : S!D / CAM@ # #605

6 &6&4

3 #60&

8 CAM@ 2 : !BD ( #00 , "=BS ) &6&4

CAM@ & : !BD ( #00 , "=BS ) #60&

#0 CAM@ 2 : !BD ( 65 , - &5 , ) &6&4

## CAM@ & : !BD ( 65 , - &5 , ) #60&

#2 CAM@ # : ind ( #00 , "=BS ) #605#& CAM@ # : ind ( 65, - &5 , ) #605

#4 CAM@ # :05 ( Ma M) : Seismic 2620

#5 CAM@ # :05 ( Ma M) : Seismic #604

#6 CAM@ # :05 (Ma M) : Seismic 2620

#3 CAM@ # :05 ( Ma M) : Seismic #604

#8 CAM@ # :4C=SS= : CF / CAM@4 ##8#

# CAM@4 : S;! #&&

20 CAM@4 : #00 , !BD ( ran) ##8#

nit $ BE mE B-m

9ending moments in rans direction


# ASD *it+o%t : 50, Sei 0

2 ASD *it+o%t : 50, Sei 0

& ASD *it+ one lane class = #4#5

4 ASD *it+ t*o lane class = #022

5 D : S!D / CAM@ # 0

6 #555

3 4&84

8 CAM@ 2 : !BD ( #00 , "=BS ) #555

CAM@ & : !BD ( #00 , "=BS ) 4&84

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #555

## CAM@ & : !BD ( 65 , - &5 , ) 4&84#2 CAM@ # : ind ( #00 , "=BS ) 0

#& CAM@ # : ind ( 65, - &5 , ) 0

#4 CAM@ # :05 ( Ma M) : Seismic 333

#5 CAM@ # :05 ( Ma M) : Seismic 2#2

#6 CAM@ # :05 (Ma M) : Seismic 333

#3 CAM@ # :05 ( Ma M) : Seismic 2#2

#8 CAM@ # :4C=SS= : CF / CAM@4 3#6

# CAM@4 : S;! &58

20 CAM@4 : #00 , !BD ( ran) 3#6

nit $ BE mE B-m

+e .orces arisng d%e to +oriontal loads are as tab%lated as gien in net table






35/152


36/152

..2 (orces due to &ori6ontal loads

..2.1 9ending moments in 'ongitudinal direction due to superstructure

SrBo oad combination

# ASD *it+o%t : 50, Sei &26

2 ASD *it+o%t : 50, Sei &26

& ASD *it+ one lane class = &43

4 ASD *it+ t*o lane class = &63

5 D : S!D / CAM@ # #3

6 280

3 #5

8 CAM@ 2 : !BD ( #00 , "=BS ) 280

CAM@ & : !BD ( #00 , "=BS ) #5

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 280

## CAM@ & : !BD ( 65 , - &5 , ) #5

#2 CAM@ # : ind ( #00 , "=BS ) #3

#& CAM@ # : ind ( 65, - &5 , ) #3

#4 CAM@ # :05 ( Ma M) : Seismic 622

#5 CAM@ # :05 ( Ma M) : Seismic 6#&

#6 CAM@ # :05 (Ma M) : Seismic 22

#3 CAM@ # :05 ( Ma M) : Seismic #83

#8 CAM@ # :4C=SS= : CF / CAM@4 #8#

# CAM@4 : S;! #80

20 CAM@4 : #00 , !BD ( ran) #8#

nit $ BE m E B-m

9ending moments in ransverse direction due to superstructure



2 ASD *it+o%t : 50, Sei #3&


4 ASD *it+ t*o lane class = 0

5 D : S!D / CAM@ # 0

6 0

3 0

8(#) CAM@ 2 : !BD ( #00 , "=BS ) #0& S''8(2) CAM@ 2 : !BD ( #00 , "=BS ) 2

(#) CAM@ & : !BD ( #00 , "=BS ) #0& S''

(2) CAM@ & : !BD ( #00 , "=BS ) 2

#0(#) CAM@ 2 : !BD ( 65 , - &5 , ) 63 S''

#0(2) CAM@ 2 : !BD ( 65 , - &5 , ) 5

##(#) CAM@ & : !BD ( 65 , - &5 , ) 63 S''

##(2) 5

#2 CAM@ # : ind ( #00 , "=BS ) 256

#& CAM@ # : ind ( 65, - &5 , ) #63

#4 CAM@ # :05 ( Ma M) : Seismic 0

#5 CAM@ # :05 ( Ma M) : Seismic 0

#6(#) CAM@ # :05 (Ma M) : Seismic 44# D:S!D#6(2) CAM@ # :05 (Ma M) : Seismic & ()

F



F




37/152

#3(#) CAM@ # :05 ( Ma M) : Seismic 44# D:S!D

#3(2) CAM@ # :05 ( Ma M) : Seismic &2 ()

#8 CAM@ # :4C=SS= : CF / CAM@4 0

#(#) CAM@4 : S;! (D:S!D) 44# D:S!D#(2) CAM@4 : S;! () &

20(#) CAM@# : #00 , !BD ( ran) (D:S!D) #0&

20(2) CAM@# : #00 , !BD ( ran) () 2

nit $ BE m E B-m

ransverse force due to centrifugal force on superstructure


6 #&262

3 5##8

8 CAM@ 2 : !BD ( #00 , "=BS ) #&262 CAM@ & : !BD ( #00 , "=BS ) 5##8

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #&262

## CAM@ 2 : !BD ( 65 , - &5 , ) 5##8

#4 CAM@ # :05 ( Ma M) : Seismic 66

#5 CAM@ # :05 ( Ma M) : Seismic 255

#6 CAM@ # :05 (Ma M) : Seismic 66

#3 CAM@ # :05 ( Ma M) : Seismic 255

F




38/152

..2.2 9ending moments in 'ongitudinal direction due to %ubstructure


# ASD *it+o%t : 50, Sei'ier cap ##62

'ier #403

2 ASD *it+o%t : 50, Sei'ier cap

'ier

& ASD *it+ one lane class ='ier cap

'ier

4 ASD *it+ t*o lane class ='ier cap

'ier

5 D : S!D / CAM@ #

'ier cap'ier

6

'ier cap

'ier

3

'ier cap

'ier

8 CAM@ 2 : !BD ( #00 , "=BS )'ier cap

'ier

CAM@ & : !BD ( #00 , "=BS )'ier cap

'ier

#0 CAM@ 2 : !BD ( 65 , - &5 , )'ier cap #33

'ier 4#6

## CAM@ & : !BD ( 65 , - &5 , )'ier cap #33

'ier 4#6#2 CAM@ # : ind ( #00 , "=BS )

'ier cap

'ier

#& CAM@ # : ind ( 65, - &5 , )'ier cap 44#

'ier #0&

#4 CAM@ # :05 ( Ma M) : Seismic

'ier cap #65'ier 2052

#5 CAM@ # :05 ( Ma M) : Seismic'ier cap #65

'ier 2052

#6 CAM@ # :05 (Ma M) : Seismic'ier cap 000

'ier 000

#3 CAM@ # :05 ( Ma M) : Seismic'ier cap 000

'ier 000

..2. 9ending moments in ransverse direction due to %ubstructure


# ASD *it+o%t : 50, Sei'ier cap

: or a /



39/152

'ier

2 ASD *it+o%t : 50, Sei'ier cap ##62

'ier #403& ASD *it+ one lane class ='ier cap

'ier

4 ASD *it+ t*o lane class ='ier cap

'ier5 D : S!D / CAM@ #

'ier cap

'ier

6

'ier cap

'ier

3

'ier cap

'ier8 CAM@ 2 : !BD ( #00 , "=BS )

'ier cap 505

'ier ##8

CAM@ & : !BD ( #00 , "=BS )'ier cap 505

'ier ##8

#0 CAM@ 2 : !BD ( 65 , - &5 , )'ier cap &28

'ier 820

## CAM@ & : !BD ( 65 , - &5 , )'ier cap &28

'ier 820#2 CAM@ # : ind ( #00 , "=BS )

'ier cap #26#

'ier 230

#& CAM@ # : ind ( 65, - &5 , )'ier cap 820

'ier 44#

#4 CAM@ # :05 ( Ma M) : Seismic'ier cap

'ier

#5 CAM@ # :05 ( Ma M) : Seismic'ier cap

'ier

#6 CAM@ # :05 (Ma M) : Seismic'ier cap #65

'ier 2052

#3 CAM@ # :05 ( Ma M) : Seismic'ier cap #65

'ier 2052

nit $ BE m E B-m

.8 Design 'oads

=s per design criteriaE an pier impact load is to be added to t+e design .orces as gi

o t+ese design loads collision loads as gien in tender *ill be added

: or a /



40/152

Forces in longit%dinal direction / #50 &5

/ 525 B-m

Forces in transerse direction / #00 &5/ &50 B-m

+ese .orces s+all be added to D:S!D load case onl and oerstressing s+all be all

per load combination

SrBo oad combination '

# ASD *it+o%t : 50, Sei 3488

2 ASD *it+o%t : 50, Sei 3488

& ASD *it+ one lane class = 30#


5 D : S!D / CAM@ # #240#

6 #44&0

3 #405

8 CAM@ 2 : !BD ( #00 , "=BS ) #44&0 CAM@ & : !BD ( #00 , "=BS ) #405

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #44&0

## CAM@ & : !BD ( 65 , - &5 , ) #405

#2 CAM@ # : ind ( #00 , "=BS ) #240#

#& CAM@ # : ind ( 65, - &5 , ) #240#

#4 CAM@ # :05 ( Ma M) : Seismic #&4#5

#5 CAM@ # :05 ( Ma M) : Seismic #&2&0

#6 CAM@ # :05 (Ma M) : Seismic #&4#5

#3 CAM@ # :05 ( Ma M) : Seismic #&2&0

nits $ BE B-m

.3 Design of Pier

+e design o. pier is done b %sing @ending and +r%st programmeEt+e res%lt o. *+i

are attac+ed *it+ t+is design note




41/152

C D

0 0

0 0

0 0

0 0

56 2456

56 2456

25

56 2456

25

56 2456

25

56 2456

56 2456

56 2456

4# S

56 2456

4# S

34 28&

65 2643

34 28&

dinal

2#452 !"C 6 $ 2000

4#3&


42/152

able 4 o. !"C 6 $ 2000

45

5

5

2

Cla%se 2#26 o.!"C 6$ 2000


43/152

6&6

5

2

cap F+ trans pier

##8

230

'ier

F 65 , F

33 33& 4#6

4# #&0 #0&

36#

Cla%se 2#23 o.!"C 6$ 2000

&5 ,


44/152

Centre o. s%per str%ct%re

43 m #0

#8 m

LLL m

4

5

Nit at t+e socet top


45/152

4&

5

Cla%se 2#45 o. !"C 6 $ 2000


46/152

Cla%se 2#45 o. !"C 6 $ 2000

2

ents +e special load1oers%per load is consideredE


47/152

2

ap : 'ier otal '

3# 3488

3# 3488

3# 30#

3# 8

3# #240#

3# #44&0

3# #405

3# #44&0

3# #405

3# #44&0

3# #405

3# #240#

3# #240#

3# #&4#5

3# #&2&0

3# #&4#5

3# #&2&0

3# #4&33

3# #&&8

3# #4&33

ents +e special load1oers%per load is consideredE


48/152

e ong

035 4888

035 4888

035 5#8

035 5508

035 #204

035 2326

035 #202

035 2326

035 #202

035 2326

035 #202

035 #204035 #204

035 #65

035 #20&

035 #65

035 #20&

035 886

035 #045

035 886

e rans

2 0

2 0

2 282

2 2044

2 0

2 #0

2 8368

2 #0

2 8368

2 #0

2 83682 0

2 0

2 #555

2 4&84

2 #555

2 4&84

2 #4&&

2 3#6

2 #4&&

Moment M

Moment M


49/152


50/152

=

43 &05

43 &05

43 &2#

43 &483

43 #65

43 265

43 #852

43 265

43 #852

43 265

43 #852

43 #65

43 #65

43 50

43 582#

43 2#33

43 #334

43 #322

43 #30

43 #322

=

0000 0

#02 #86

0000 0

0000 0

0000 0

0000 0

#&583 0

#02 ##23#&583 #24&

#02 ##23

#&583 #24&

#02 3&&

#&583 808

#02 3&&

#&583 808

#02 28#6

#02 #8&0

#&283 0

#&283 0

#02 4850#&583 5&2

Moment M

Moment M


51/152

#02 4850

#&583 4&5

LLL 0

LLL 4850LLL 5&2

LLL ##23

LLL #24&

=

#&583 #80

#&583 6

#&583 #80#&583 6

#&583 #80

#&583 6

#&583 0

#&583 &4

#&583 0

#&583 &4

Mome


52/152

=

82 6

&6 5#

82& #454

&5 #45

82& #454

&5 #45

82& &6&2

&5 &3&5

82& #&45&5 3&34

82& #&45

&5 3&34

82& 000

&5 000

82& 000

&5 000

=

omen

omen


53/152

82& 562

&5 5053

82& 4#54

&5 4232

82& 4#54

&5 4232

82& 2300

&5 246

82& 2300

&5 246

82& #0&36

&5 #0632

82& 6345

&5 #586

82& #&45&5 3&34

82& #&45

&5 3&34

n belo*


54/152

o*ed as

8#2 0

38& 2042

848 282

85 2044

&424 &50

5&84 4#2

&054 46&

5&84 3&66&054 ###8

54#4 650

&084 ##060

28 &023

23& ##4

8083 2456

32&8 43

4#42 805#

233 #022

+

M

M


55/152

8.0 Design of piles

8.1 %ummary of forces at t&e bottom of pier are as listed below.


# ASD *it+o%t : 50, Sei 3488

2 ASD *it+o%t : 50, Sei 3488

& ASD *it+ one lane class = 30#


5 D : S!D / CAM@ # #240#

6 #44&0

3 #405

8 CAM@ 2 : !BD ( #00 , "=BS ) #44&0

CAM@ & : !BD ( #00 , "=BS ) #405

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #44&0

## CAM@ & : !BD ( 65 , - &5 , ) #405#2 CAM@ # : ind ( #00 , "=BS ) #240#

#& CAM@ # : ind ( 65, - &5 , ) #240#

#4 CAM@ # :05 ( Ma M) : Seismic #&4#5

#5 CAM@ # :05 ( Ma M) : Seismic #&2&0

#6 CAM@ # :05 (Ma M) : Seismic #&4#5

#3 CAM@ # :05 ( Ma M) : Seismic #&2&0

nits $ BE B-m

8.2 Pile con?guration

Diameter o. pile / #2 m

Bos o. pile / 5 nosSpacing o. piles / &00 d

/ &6 m

Free lengt+ o. pile .rom pile cap / #0#3 m

bottom to Nit leel

=dopting t+e sie o. pile cap as rectang%lar

=ss%meing t+e .o%r piles s+i.ted b 5&mm

'# &6 '2

#500

2&6

5# &60

&60

'4 &6 '&

5#

+icness o. pile cap / #8 m




56/152

+icness o. bacNll on cap / 05 m

=rea o. pile cap / 260#0 m2

Sel. *eig+t o. pile cap / ##30 B

eig+t o. @acNll on cap / 286 BSel. *eig+t o. cap and bacNll *ill be added to aial load on pile gro%p

minim%m eccentricit in - Dirction (e) / 0 m

minim%m eccentricit in- Dirction(;s) / 0 m

8. Case 1* M' is acting in t&e direction of pile P

Distance bet*een centre line o. pier to cg o. pile cap /


# ASD *it+o%t : 50, Sei 845

2 ASD *it+o%t : 50, Sei 845

& ASD *it+ one lane class = &584 ASD *it+ t*o lane class = 33#

5 D : S!D / CAM@ # #&853

6 #5886

3 #55#5

8 CAM@ 2 : !BD ( #00 , "=BS ) #5886

CAM@ & : !BD ( #00 , "=BS ) #55#5

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #5886

## CAM@ & : !BD ( 65 , - &5 , ) #55#5

#2 CAM@ # : ind ( #00 , "=BS ) #&853

#& CAM@ # : ind ( 65, - &5 , ) #&853

#4 CAM@ # :05 ( Ma M) : Seismic #4832

#5 CAM@ # :05 ( Ma M) : Seismic #4686

#6 CAM@ # :05 (Ma M) : Seismic #4832

#3 CAM@ # :05 ( Ma M) : Seismic #4686

nit $ BE B-m

+e pile reactions *ill be calc%lated b %sing riet t+eor since t+e pile cap is rigid

"eaction o. pile

" pile / '

n

+ereE

" pile / "eaction on pertic%lar pile

' / otal ertical load

n / B%mber o. pile

/ Moment in longit%dinal direction

/ Moment in transerse direction

/ Distance o. pile .rom cg o. load in ong dire

/ Distance o. pile .rom cg o. load in rans dire

'ile Bo

'# #800 -#8 &240 &240

'2 #800 #8 &240 &240 #260

'& -#800 #8 &240 &240'4 -#800 -#8 &240 &240



M"

"2

M

M

"

"

"

"

"2 "

2 "

2


57/152

'5 0000 0 0000 0000

nit $ mE m2

Pile reactions

SrBo oad combination '#

# ASD *it+o%t : 50, Sei 2#8

2 ASD *it+o%t : 50, Sei 26#4



5 D : S!D / CAM@ #

6 &24&

3 22#&

8 CAM@ 2 : !BD ( #00 , "=BS ) 202

CAM@ & : !BD ( #00 , "=BS ) #832

#0 CAM@ 2 : !BD ( 65 , - &5 , ) &025

## CAM@ & : !BD ( 65 , - &5 , ) #5

#2 CAM@ # : ind ( #00 , "=BS ) 2354

#& CAM@ # : ind ( 65, - &5 , ) 2#

#4 CAM@ # :05 ( Ma M) : Seismic &353

#5 CAM@ # :05 ( Ma M) : Seismic &285

#6 CAM@ # :05 (Ma M) : Seismic 24

#3 CAM@ # :05 ( Ma M) : Seismic #&0

nit $ B

8.3 -C design of piles

+e piles in t+is case are end bearing piles +e Nit o. t+e piles s+all be considered at top

socet *+ere it *ill be ass%med t+at piles are Ned t+ere

+ere.ore pile and pile cap *ill be+ae more lie a portal .rame Since t+e pile cap is rigid in

o*n planeE +oriontal .orces *ill be s+ared eI%all b all piles

Horiontal .orce in indiid%al pile / otal +oriontal .orce

5

'ile lengt+ / engt+ o. pile .rom pile cap bottom to top o. socet

@ending moment in pile / H .orce in eac+ pile

engt+ o. pile / 'ile cap dept+ : Free lengt+

/ #8 : #0#3

/ ##3 m

:K #m increase in .o%nding leel K/K # m

-K #m decrease in .o%nding leel K/K #033 m


# ASD *it+o%t : 50, Sei &52 302 ASD *it+o%t : 50, Sei &26 65



otal F

Fper


58/152

& ASD *it+ one lane class = &43 6

4 ASD *it+ t*o lane class = &63 3&

5 D : S!D / CAM@ # &2 66

6 280 56

3 #5 &

8 CAM@ 2 : !BD ( #00 , "=BS ) 280 56

CAM@ & : !BD ( #00 , "=BS ) #5 &

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 286 53

## CAM@ & : !BD ( 65 , - &5 , ) 20# 40

#2 CAM@ # : ind ( #00 , "=BS ) #3 &6

#& CAM@ # : ind ( 65, - &5 , ) #& &

#4 CAM@ # :05 ( Ma M) : Seismic 660 #&

#5 CAM@ # :05 ( Ma M) : Seismic 650 #&

#6 CAM@ # :05 (Ma M) : Seismic 22 46

#3 CAM@ # :05 ( Ma M) : Seismic #83 &3

nit $ BE B-m


# ASD *it+o%t : 50, Sei 0 0

2 ASD *it+o%t : 50, Sei #8 40

& ASD *it+ one lane class = 0 0

4 ASD *it+ t*o lane class = 0 0

5 D : S!D / CAM@ # #00 20

6 #&& 23

3 5# #0

8 CAM@ 2 : !BD ( #00 , "=BS ) &44 6

CAM@ & : !BD ( #00 , "=BS ) 262 52

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 230 54

## CAM@ & : !BD ( 65 , - &5 , ) #8 &8

#2 CAM@ # : ind ( #00 , "=BS ) 2 60

#& CAM@ # : ind ( 65, - &5 , ) #3 &6

#4 CAM@ # :05 ( Ma M) : Seismic 66 #&

#5 CAM@ # :05 ( Ma M) : Seismic 26 5

#6 CAM@ # :05 (Ma M) : Seismic 584 ##

#3 CAM@ # :05 ( Ma M) : Seismic 5&6 #0

nit $ B-m



otal F

Fper




59/152

+ile c+ecing t+e 'maE sel. *eig+t o. t+e pile is added

Dia o. pile / #2 m

=rea o. pile / ## m2engt+ / #0#30 m

eig+t / 288 B

8.4 Design forces for pile wit& ma) a)ial force

SrBo oad combination ' ma @M

# ASD *it+o%t : 50, Sei &206 42

2 ASD *it+o%t : 50, Sei &46 45

& ASD *it+ one lane class = &3 4#

4 ASD *it+ t*o lane class = &335 44

5 D : S!D / CAM@ # &58& 4#

6 8;3 ,

3 5#2 24

8 CAM@ 2 : !BD ( #00 , "=BS ) 52&6 5&

CAM@ & : !BD ( #00 , "=BS ) 5430 &

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 5#2# 43

## CAM@ & : !BD ( 65 , - &5 , ) 5&55 &&

#2 CAM@ # : ind ( #00 , "=BS ) &882 4#

#& CAM@ # : ind ( 65, - &5 , ) &3&8

#4 CAM@ # :05 ( Ma M) : Seismic 4326 3

#5 CAM@ # :05 ( Ma M) : Seismic 4883 33

#6 CAM@ # :05 (Ma M) : Seismic 455 35

1, COM9 1 /0.3 '' Ma) M$ / %eismic 505 68nit $ BE B-m ma 38,0

8., Design forces for pile wit& min a)ial force

SrBo oad combination ' min @M

# ASD *it+o%t : 50, Sei 660 42

2 ASD *it+o%t : 50, Sei &3 45


4 ASD *it+ t*o lane class = 821 88

5 D : S!D / CAM@ # 2243 4#

6 #343 &3

3 #&65 24

8 CAM@ 2 : !BD ( #00 , "=BS ) #406 5&

CAM@ & : !BD ( #00 , "=BS ) #024 &

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #52# 43

## CAM@ & : !BD ( 65 , - &5 , ) ##& &&

#2 CAM@ # : ind ( #00 , "=BS ) #48 4#

#& CAM@ # : ind ( 65, - &5 , ) 20&

#4 CAM@ # :05 ( Ma M) : Seismic 1310 ,

#5 CAM@ # :05 ( Ma M) : Seismic 12,3 ,,

#6 CAM@ # :05 (Ma M) : Seismic #28# 35

#3 CAM@ # :05 ( Ma M) : Seismic ##0& 68

nit $ BE B-m min &00






60/152

8.; !ertical Pile capacity as per tender

=s per t+e tender doc%ment t+e S@C incl%ding all e


61/152

7oal See 0


62/152


63/152


64/152


65/152


66/152


67/152


68/152


69/152


70/152


71/152


72/152


73/152


74/152


75/152


76/152


77/152

8#2 0

38& 2042

848 282

85 2044

&424 &50

5&84 4#2

&054 46&

5&84 3&66

&054 ###8

54#4 650

&084 ##06028 &023

23& ##4

8083 2456

32&8 43

4#42 805#

233 #022

ongit%dnal direction

ranserse

Direction

#06#

Dimensions in Mtrs

M

M


78/152

0000 m

8#2 0

38& 2042

848 28285 2044

&424 &50

5&84 4#2

&054 46&

5&84 3&66

&054 ###8

54#4 650

&084 ##060

28 &023

23& ##4

8083 2456

32&8 43

4#42 805#

233 #022

tion

ction

0#&8 -0#&

#260 0#&8 0#&

-0#&8 0#&-0#&8 -0#&

M

M

M"

"2

"2 R

L/"

2 R

T/"

2


79/152

00000 0000

Col%mn

'2 '& '4

2#8 660 660

# 64 &3

&444 #085 &00

&483 8 42#

&26 2&44 2243

4603 #2 #343

AAA && #&65

448 &45& #406

5#8& 4&&4 #024

48&& &&2 #52#

5068 42## ##&

&55 238 #48

&450 2624 20&

44& 2#2 #5#0

4600 258 #235

4668 &5#3 #28#

433# &45 ##0&

. t+e

its

'ile lengt+

2 o. 'ile

@M# @M2 @M&

42# 46& &3&0 42 &5#

'ile


80/152

4#5 456 &3&

440 484 &5

&& 4&& &54

&&5 &6 &02

2&& 253 2#0

&&5 &6 &02

2&& 253 2#0

&42 &33 &08

24# 265 2#6

2#4 2&5 #2

2 255 208

30 86 3#0

33 853 30#

234 &02 243

224 246 20#

@M @M2 @M&

0 0 0

2&3 26# 2#&

0 0 0

0 0 0

#20 #&2 #08

#5 #35 #4&

6# 634 55

4## 45& &30

&45 282

&2& &56 2#

226 24 20&

&53 && &2#

2#4 2&6 #&

3 83& 3#

&&3 28

6 36 62

642 306 538

'ile


81/152

@M2 @M& Ma @M

46& &3 46&

502 4## 502

456 &3& 456

484 &5 484

452 &30 452

408 &&4 408

266 2#3 266

584 433 584

4&0 &52 4&0

5#8 424 5#8

&6& 23 &6&

458 &35 458

&43 284 &43

83& 3#4 83&

853 30# 853

826 636 826

348 6#2 348;,

@M2 @M& Ma @M

46& &3 46&

502 4## 502

456 &3& 456

484 &5 484

452 &30 452

408 &&4 408

266 2#3 266

584 433 584

4&0 &52 4&0

5#8 424 5#8

&6& 23 &6&

458 &35 458

&43 284 &43

83& 3#4 83&

853 30# 853

826 636 826

348 6#2 348

266


82/152

485 B

Form%la %sed b st%p

Bd / (#:04Rs1D)/2

00 1m2 .or *eat+erd roc)

36:

&30&

5 #0

#5 : &30

565


83/152


84/152


85/152


86/152


87/152


88/152


89/152


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91/152


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94/152


95/152


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99/152

,.0 Design of pile cap

+e pile cap is designed as per @ending t+eor as per !"C 2# and !"C 38

,.1 Materials@ permissible stresses and design constants

Concrete

7rade o. concrete / M 40

'ermissibel bending comp stress / #&&& M 'a Cla%se &0 o. !

'ermissibel p%nc+ing s+ear stress T / #0# M 'a Cla%se &03255

'ermissibel s+ear stress / 250 M 'a Cla%se &043#2


100/152

=s mentioned in t+e introd%ctionE t+e pile cap is deigned %sing bending t+eor

Part 1 * Designing '#-'2 side o. pile cap

5#

&6

'# '2

&6

0

80

#05

S+ea

r

Section

&605#0 &60 200

#5

'4 '&

#8

=ll dimensions are in Mtr

9M due to self weig&t of pile cap

=rea o. cap / #550 5#00

/ 305 m2

'ile diameter / #200 m

+icness o. pile cap / #800 m

eig+t / 305 #800

/ &56 B

=ss%ming eer arm / 0335 m

@M d%e to sel. *eig+t / 2356 B-m

9M due to Pile reaction


101/152

SrBo oad combination '#:'2 = @M Sel. @M

# ASD *it+o%t : 50, Sei 58&6 466

2 ASD *it+o%t : 50, Sei 536 46&6

& ASD *it+ one lane class = 6#0# 488#


5#26236

5 D : S!D / CAM@ # 644 5#5

6 CAM@ # : ( For Ma M ) / CAM@2 3850 6280

3 CAM@ # : ( For Ma M )/CAM@ & 3055 5644

8 CAM@ 2 : !BD ( #00 , "=BS ) 3850 6280

CAM@ & : !BD ( #00 , "=BS ) 3055 5644

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 3858 6283

## CAM@ & : !BD ( 65 , - &5 , ) 306& 5650

#2 CAM@ # : ind ( #00 , "=BS ) 6&48 503

#& CAM@ # : ind ( 65, - &5 , ) 6&6 505

#4 CAM@ # :05 ( Ma M) : Seismic 8#5 6556

#5 CAM@ # :05 ( Ma M) : Seismic 3885 6&08

#6 CAM@ # :05 (Ma M) : Seismic 30 563

#3 CAM@ # :05 ( Ma M) : Seismic 630# 5&6#nits $ BE mE B-m

C&ec5 for dept& 9ending Consideration

idt+ o. t+e cap aailable at critical section / 5#00 m

otal dept+ o. pile cap / #800 mm

Clear coer to "ein. / 35 mm

Dia o. bars / &2 mm

;


102/152

C&ec5 for dept& Punc&ing s&ear Consideration

'%nc+ing s+ear / 'ile reaction 1 ( Dept+ o. pile cap perimeter at

'erimeter / &856 m

SrBo oad combination Ma '#1'2 Aer stress S

# ASD *it+o%t : 50, Sei 2#8 #5

2 ASD *it+o%t : 50, Sei # #5

& ASD *it+ one lane class = &444 #

4 ASD *it+ t*o lane class = &483 #

5 D : S!D / CAM@ # &26 #

6 CAM@ # : ( For Ma M ) / CAM@2 4603 #

3 CAM@ # : ( For Ma M )/CAM@ & 4842 #

8 CAM@ 2 : !BD ( #00 , "=BS ) 448 #&&

CAM@ & : !BD ( #00 , "=BS ) 5#8& #&&

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 48&& #&&

## CAM@ & : !BD ( 65 , - &5 , ) 5068 #&&

#2 CAM@ # : ind ( #00 , "=BS ) &55 #&& CAM@ # : ind ( 65, - &5 , ) &450 #&&

#4 CAM@ # :05 ( Ma M) : Seismic 44& #5

#5 CAM@ # :05 ( Ma M) : Seismic 4600 #5

#6 CAM@ # :05 (Ma M) : Seismic 4668 #5

#3 CAM@ # :05 ( Ma M) : Seismic 433# #5

nit $ BE M 'a

Hence it can be seen t+at t+e t+icness o. pile cap is %+("

C&ec5 for dept& Punc&ing s&ear Consideration for PI"-

'%nc+ing s+ear / 'ier reaction 1 ( Dept+ o. pile cap perimeter a'erimeter / #&8&6 m

SrBo oad combination 'ier "eaction Aer stress S

# ASD *it+o%t : 50, Sei 3488 #5

2 ASD *it+o%t : 50, Sei 3488 #5

& ASD *it+ one lane class = 30# #

4 ASD *it+ t*o lane class = 8 #

5 D : S!D / CAM@ # #240# #

6 CAM@ # : ( For Ma M ) / CAM@2 #44&0 #

3 CAM@ # : ( For Ma M )/CAM@ & #405 #

8 CAM@ 2 : !BD ( #00 , "=BS ) #44&0 #&& CAM@ & : !BD ( #00 , "=BS ) #405 #&&

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #44&0 #&&

## CAM@ & : !BD ( 65 , - &5 , ) #405 #&&

#2 CAM@ # : ind ( #00 , "=BS ) #240# #&&

#& CAM@ # : ind ( 65, - &5 , ) #240# #&&

#4 CAM@ # :05 ( Ma M) : Seismic #&4#5 #5

#5 CAM@ # :05 ( Ma M) : Seismic #&2&0 #5


103/152

#6 CAM@ # :05 (Ma M) : Seismic #&4#5 #5

#3 CAM@ # :05 ( Ma M) : Seismic #&2&0 #5

nit $ BE M 'a

+e t+icness o. pile cap is S=F;

-einforcement calculation

9ending %teel

'roiding rein. in t*o laers

SrBo oad combination Design @M Aer stress "ei

# ASD *it+o%t : 50, Sei 4&& #5

2 ASD *it+o%t : 50, Sei 4&6# #5

& ASD *it+ one lane class = 4605 #

4 ASD *it+ t*o lane class = 4850 #

5 D : S!D / CAM@ # 420 #

6 CAM@ # : ( For Ma M ) / CAM@2 6004 #

3 CAM@ # : ( For Ma M )/CAM@ & 5&68 #

8 CAM@ 2 : !BD ( #00 , "=BS ) 6004 #&&

CAM@ & : !BD ( #00 , "=BS ) 5&68 #&&

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 60## #&&

## CAM@ & : !BD ( 65 , - &5 , ) 5&35 #&&

#2 CAM@ # : ind ( #00 , "=BS ) 480& #&&

#& CAM@ # : ind ( 65, - &5 , ) 48# #&&

#4 CAM@ # :05 ( Ma M) : Seismic 6280 #5

#5 CAM@ # :05 ( Ma M) : Seismic 60&2 #5

#6 CAM@ # :05 (Ma M) : Seismic 5404 #5

#3 CAM@ # :05 ( Ma M) : Seismic 5085 #5

nit $ B-mE mm2

SrBo oad combination "ein.orcement Bo o. @ars

# ASD *it+o%t : 50, Sei 8#06 ##

2 ASD *it+o%t : 50, Sei 8046 ##

& ASD *it+ one lane class = #2345 #6

4 ASD *it+ t*o lane class = #&422 #3

5 D : S!D / CAM@ # #&6#5 #3

6 CAM@ # : ( For Ma M ) / CAM@2 #66#8 22

3 CAM@ # : ( For Ma M )/CAM@ & #4856 #

8 CAM@ 2 : !BD ( #00 , "=BS ) #245 #6

CAM@ & : !BD ( #00 , "=BS ) ###30 #4#0 CAM@ 2 : !BD ( 65 , - &5 , ) #2508 #6

## CAM@ & : !BD ( 65 , - &5 , ) ###84 #4

#2 CAM@ # : ind ( #00 , "=BS ) 4 #&

#& CAM@ # : ind ( 65, - &5 , ) #0028 #&

#4 CAM@ # :05 ( Ma M) : Seismic ##588 #5

#5 CAM@ # :05 ( Ma M) : Seismic ###&0 #4

#6 CAM@ # :05 (Ma M) : Seismic 30 #&


104/152

#3 CAM@ # :05 ( Ma M) : Seismic &8& #2

nit $ mm2E BosE mm

Minimum ension steel

+e minim%m tension steel s+all be / 0#2 b d Cla%s

#00

/ 0#2 5#00 #800

#00

/ ##0#6 mm2

/ #4 Bos U &83 mm c1c

Minim%m rein.orcement is less t+an act%al rein.orcement reI%ired

One way s&ear C&ec5

#400

S+ear Section

08545

0200

;


105/152

b / 5#00 mm

d / #30 mm

SrBo oad combination S+ear Force Aerstress

# ASD *it+o%t : 50, Sei 24& #5 0#

2 ASD *it+o%t : 50, Sei 2435 #5 0#

& ASD *it+ one lane class = 26#4 # 0&

4 ASD *it+ t*o lane class = 235& # 0&

5 D : S!D / CAM@ # 23& # 0&

6 CAM@ # : ( For Ma M ) / CAM@2 &40 # 0&

3 CAM@ # : ( For Ma M )/CAM@ & &043 # 0&

8 CAM@ 2 : !BD ( #00 , "=BS ) &40 #&& 02

CAM@ & : !BD ( #00 , "=BS ) &043 #&& 02

#0 CAM@ 2 : !BD ( 65 , - &5 , ) &4#& #&& 02

## CAM@ & : !BD ( 65 , - &5 , ) &05# #&& 02

#2 CAM@ # : ind ( #00 , "=BS ) 2326 #&& 02

#& CAM@ # : ind ( 65, - &5 , ) 23&6 #&& 02

#4 CAM@ # :05 ( Ma M) : Seismic &566 #5 02#5 CAM@ # :05 ( Ma M) : Seismic &425 #5 02

#6 CAM@ # :05 (Ma M) : Seismic &068 #5 02

#3 CAM@ # :05 ( Ma M) : Seismic 2883 #5 02

nit $ BE mE m E M 'a

S+ear rein.orcement

=st proided / &2 dia bars 22

/ #36& mm2

, =st / #36& #00

5#00 #30

/ 020

/ 02# M 'a

s /

=s* /

Minim%m s+ear rein.orcement

=s* min / ( 04 b s ) 1 ( 083 . )

=dopting

s / #80 mm

c

- c b d

S+ear rein.orcement s+all be proided i. c

( s s ) 1 ( s d)


106/152

SrBo oad combination Vs Asw

# ASD *it+o%t : 50, Sei 0 0

2 ASD *it+o%t : 50, Sei 0 0

& ASD *it+ one lane class = 353 &&2

4 ASD *it+ t*o lane class = 86 &&

5 D : S!D / CAM@ # &5 4#0

6 CAM@ # : ( For Ma M ) / CAM@2 #552 68#

3 CAM@ # : ( For Ma M )/CAM@ & ##0 522

8 CAM@ 2 : !BD ( #00 , "=BS ) &

CAM@ & : !BD ( #00 , "=BS ) 533 #0

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 4& #

## CAM@ & : !BD ( 65 , - &5 , ) 58# #2

#2 CAM@ # : ind ( #00 , "=BS ) 256 85

#& CAM@ # : ind ( 65, - &5 , ) 265 88

#4 CAM@ # :05 ( Ma M) : Seismic 380 228#5 CAM@ # :05 ( Ma M) : Seismic 6& #83

#6 CAM@ # :05 (Ma M) : Seismic 282 82

#3 CAM@ # :05 ( Ma M) : Seismic #0# &0

nit $ BE mm2E mm2

'roide s+ear rein.orcement as #2 dia barsE no o. legs 35 sa 8 legge

Part 2 * Designing '2-'& side o. pile cap

@M d%e to sel. *eig+t o. pile cap

=rea o. cap / #800 5#00

/ #80 m2

eig+t / #80 #800

/ 4#& B

=ss%ming eer arm / 000 m

@M d%e to sel. *eigt+ / &32 B-m

9M due to Pile reaction

SrBo oad combination '2:'& = @M Sel. @M

# ASD *it+o%t : 50, Sei &538 &3532 ASD *it+o%t : 50, Sei 4#45 4&5&


4 ASD *it+ t*o lane class = 4436#050

4300&32

5 D : S!D / CAM@ # 5640 522

6 CAM@ # : ( For Ma M ) / CAM@2 33# 8#05

3 CAM@ # : ( For Ma M )/CAM@ & 88&5 236

8 CAM@ 2 : !BD ( #00 , "=BS ) 840# 882#

!F -c b d is negatie t+en t+e same s+all be considered as Qero


107/152

CAM@ & : !BD ( #00 , "=BS ) 5#3 2

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 8#6& 853#

## CAM@ & : !BD ( 65 , - &5 , ) 238 342

#2 CAM@ # : ind ( #00 , "=BS ) 6&84 630&

#& CAM@ # : ind ( 65, - &5 , ) 6035 6&38

#4 CAM@ # :05 ( Ma M) : Seismic 66 662

#5 CAM@ # :05 ( Ma M) : Seismic 3#8 3548

#6 CAM@ # :05 (Ma M) : Seismic 8#85 854

#3 CAM@ # :05 ( Ma M) : Seismic 83#6 #52

nit $ BE mE B-m

C&ec5 for dept& 9ending Consideration

idt+ o. cap aailable at t+e section / 5#00 m

otal dept+ o. pile cap / #800 mm

Clear coer to "ein. / 35 mm

Dia o. bars / &2 mm

;


108/152

5 D : S!D / CAM@ # 5550 #

6 CAM@ # : ( For Ma M ) / CAM@2 33&& #

3 CAM@ # : ( For Ma M )/CAM@ & 805 #

8 CAM@ 2 : !BD ( #00 , "=BS ) 844 #&&

CAM@ & : !BD ( #00 , "=BS ) 62# #&&

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 8# #&&

## CAM@ & : !BD ( 65 , - &5 , ) &3# #&&

#2 CAM@ # : ind ( #00 , "=BS ) 6& #&&

#& CAM@ # : ind ( 65, - &5 , ) 6006 #&&

#4 CAM@ # :05 ( Ma M) : Seismic 65# #5

#5 CAM@ # :05 ( Ma M) : Seismic 3#36 #5

#6 CAM@ # :05 (Ma M) : Seismic 8222 #5

#3 CAM@ # :05 ( Ma M) : Seismic 8380 #5

nit $ B-mE mm2

SrBo oad combination "ein.orcement Bo o. @ars

# ASD *it+o%t : 50, Sei 6246 8

2 ASD *it+o%t : 50, Sei 3&45 #0& ASD *it+ one lane class = #2#&2 #6

4 ASD *it+ t*o lane class = ##3 #5

5 D : S!D / CAM@ # #5&6# 20

6 CAM@ # : ( For Ma M ) / CAM@2 2#402 23

3 CAM@ # : ( For Ma M )/CAM@ & 24644 &2

8 CAM@ 2 : !BD ( #00 , "=BS ) #358# 22

CAM@ & : !BD ( #00 , "=BS ) 200# 25

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #306# 22

## CAM@ & : !BD ( 65 , - &5 , ) #4 25

#2 CAM@ # : ind ( #00 , "=BS ) #" #3

#& CAM@ # : ind ( 65, - &5 , ) #24 #6#4 CAM@ # :05 ( Ma M) : Seismic #2#60 #6

#5 CAM@ # :05 ( Ma M) : Seismic #&24# #3

#6 CAM@ # :05 (Ma M) : Seismic #5#3# #

#3 CAM@ # :05 ( Ma M) : Seismic #6# 2#

nit $ mm2E BosE mm

One way s&ear C&ec5

#650

S+ear section

08545

0450

;


109/152

#650 - 0450

/ 066& 'ile reaction - Sel. *eig+t o. cap

=

+e act%al S+ear .orce *ill depend on t+e magnit%de o. K=K as .ollo*s

!F = is more t+an #E it *ill be taen as #

!F = is less t+an #E it *ill be taen as it is

!F = is less t+an 0E it *ill be taen as 0

/ 066& 'ile reaction - Sel. *eig+t o. cap

Sel. *eig+t / 5#0 046 #8 25

/ 2#3 B

b / 5#00 m

d / #30 m

SrBo oad combination S+ear Force Aerstress S+ear Str

# ASD *it+o%t : 50, Sei 2#55 #5 0#65

2 ASD *it+o%t : 50, Sei 25 #5 0#4

& ASD *it+ one lane class = 2385 # 0&20

4 ASD *it+ t*o lane class = 2350 # 0

5 D : S!D / CAM@ # &522 # 0404

6 CAM@ # : ( For Ma M ) / CAM@2 400 # 0562

3 CAM@ # : ( For Ma M )/CAM@ & 5640 # 0643

8 CAM@ 2 : !BD ( #00 , "=BS ) 5&52 #&& 0462

CAM@ & : !BD ( #00 , "=BS ) 602 #&& 0526

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 5#4 #&& 0448## CAM@ & : !BD ( 65 , - &5 , ) 5&4 #&& 05#2

#2 CAM@ # : ind ( #00 , "=BS ) 40#5 #&& 0&46

#& CAM@ # : ind ( 65, - &5 , ) &8#0 #&& 0&2

#4 CAM@ # :05 ( Ma M) : Seismic 4#3 #5 0&20

#5 CAM@ # :05 ( Ma M) : Seismic 454 #5 0&48

#6 CAM@ # :05 (Ma M) : Seismic 520 #5 0&8

#3 CAM@ # :05 ( Ma M) : Seismic 556# #5 0425

nit $ BE M 'a

S+ear rein.orcement

=st proided / &2 dia bars &2/ 253&6 mm2

, =st / 253&6 #00

5#00 #30

/ 0&0


110/152

/ 025 M 'a

s /

=s* /

Minim%m s+ear rein.orcement

=s* min / ( 04 b s ) 1 ( 083 . )

=dopting

s / #65 mm

!F - tc b d is negatie t+en t+e same s+all be considered as Qero

SrBo oad combination Vs Asw

# ASD *it+o%t : 50, Sei 0 02 ASD *it+o%t : 50, Sei 0 0

& ASD *it+ one lane class = 6& 253

4 ASD *it+ t*o lane class = 604 24&

5 D : S!D / CAM@ # #&35 55&

6 CAM@ # : ( For Ma M ) / CAM@2 235& ##08

3 CAM@ # : ( For Ma M )/CAM@ & &4& #405

8 CAM@ 2 : !BD ( #00 , "=BS ) 243 355

CAM@ & : !BD ( #00 , "=BS ) &2&3 3

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 2&& 303

## CAM@ & : !BD ( 65 , - &5 , ) &03

#2 CAM@ # : ind ( #00 , "=BS ) ##60 &5##& CAM@ # : ind ( 65, - &5 , ) 55 28

#4 CAM@ # :05 ( Ma M) : Seismic 5 253

#5 CAM@ # :05 ( Ma M) : Seismic #&2 &56

#6 CAM@ # :05 (Ma M) : Seismic #8 5&&

#3 CAM@ # :05 ( Ma M) : Seismic 2&4# 628

nit $ BE mm2E mm2

'roide s+ear rein.orcement as #6 dia barsE no o. legs 30 sa 8 legge

c

- c b d

S+ear rein.orcement s+all be proided i. c

( s s ) 1 ( s d)


111/152

C 2# $ 2000

o. !"C 2#$2000

o. !"C 2#$2000

!"C 2#$ 2000

Cla%se &0 o. !"C 2#$ 2000

C 6 $ 2000


112/152

ongit%dnal direction

#55

ranserse direction

&856

25


113/152

Design @M

4&&

4&6#

4605

4850

420

6004

5&68

6004

5&68

60##

5&35

480&

48#

6280

60&2

5404

5085

reI%ired

52&52#

656

63&

638

34

308

650

6#4

650

6#5

58#

582

626

6#&

580

56&


114/152

d12)

ear Stress

0280

0&06

046

0502

0435

0664

068

05&6

056#

0524

054

0&80&34

0426

0442

0448

0458

d12)

ear Stress

0200

0200

0

0&&4

048

053

0565

04&60424

04&6

0424

0&34

0&34

0&5

0&54


115/152

0&5

0&54

n.orcement

8#06

8046

#2345

#&422

#&6#5

#66#8

#4856

#245

###30

#2508

###84

4

#0028

##588

###&0

30

&8&

Spacing

42

42

&28

&03

&03

2&4

23&

&28

&38&28

&38

4#0

4#0

&5#

&38

4#0


116/152

443

&05# o. !"C 2#

)


117/152

#

8

00

#6

20

#

50

4

6&

4

6&

&5

&6

3&62

&5

2#

Vc al%e $

, =st Vc .o M40

0#5 02

025 02&05 0&2

020 02#


118/152

Asw min

844

d

25

Design @M

&&85&8#

4&84

4&28

5550

33&&

805

844


119/152

62#

8#

&3#

6&

6006

65#

3#36

8222

8380

reI%ired

45

48

640

6&6

320

850

#2

33#

82235

8#2

663

650

64#

66

3#6

340

n.orcement

6246

3&45

#2#&2

##3


120/152

#5&6#

2#402

24644

#358#

200#

#306#

#4

#"

#24

#2#60

#&24#

#5#3#

#6#

Spacing

30&

546&28

&5#

25

#8

#5

2&4

205

2&4

205

&03

&28&28

&03

23&

246

)


121/152

ess

Gc al%e

, =st Vc .o M40

025 02&

05 0&2

0&0 025


122/152

Asw min

334

d


123/152

8.0 Calculation of seismic forces wit& ?)ity at pile cap top

oad .actores considered .or limit state c+ecD / #5S!D / 2 / 25;J / # / #

8.1 !ertical forces

+e details o. ertical .orces at t+e bottom o. pier cap are as tab%lated belo*


# ASD *it+o%t : 50, Sei 5282 52822 ASD *it+o%t : 50, Sei 5282 5282

& ASD *it+ one lane class = 3566 40&0

4 ASD *it+ t*o lane class = 843 &682

5 D : S!D / CAM@ # 5282 5282

6 5835 362

3 &452 #82

8 CAM@ 2 : !BD ( #00 , "=BS ) 5835 362

CAM@ & : !BD ( #00 , "=BS ) &452 #82

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 5835 362

## CAM@ & : !BD ( 65 , - &5 , ) &452 #82

#2 CAM@ # : ind ( #00 , "=BS ) 5282 5282

#& CAM@ # : ind ( 65, - &5 , ) 5282 5282

#4 CAM@ # :05 ( Ma M) : Seismic 5538 3522#5 CAM@ # :05 ( Ma M) : Seismic 4&63 32&2

#6 CAM@ # :05 (Ma M) : Seismic 5538 3522

#3 CAM@ # :05 ( Ma M) : Seismic 4&63 32&2

#8 CAM@ # :4C=SS= : CF / CAM@4 6604 500

# CAM@4 : S;! 6604 500

20 CAM@4 : #00 , !BD ( ran) 6604 500

8.2


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8 CAM@ 2 : !BD ( #00 , "=BS ) 54&

CAM@ & : !BD ( #00 , "=BS ) &

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 54&

## CAM@ & : !BD ( 65 , - &5 , ) CAM@ # : ind ( #00 , "=BS ) 20

#& CAM@ # : ind ( 65, - &5 , ) 20

#4 CAM@ # :05 ( Ma M) : Seismic 84

#5 CAM@ # :05 ( Ma M) : Seismic 850

#6 CAM@ # :05 (Ma M) : Seismic 4#6


#8 CAM@ # :4C=SS= : CF / CAM@4 23

# CAM@4 : S;! 23

20 CAM@4 : #00 , !BD ( ran) 23

nit $ OB

b$ =ind load

Heig+t o. s%perstr%ct%re aboe 7 / ##583 m

1$ (or =ind load 100 > in transverse direction

(or wind load on loaded structure wind pressure s&all be

ind press%re at t+is +eig+t / 608 g1m2

/ 060384 B1m2

Dept+ o. s%per str%ct%re / 2500 : #

( !ncl%ding cras+ barrier ) / &5 m

ind load / &&6 B1m

ind load on ie load / &00 g1m

/ & B1m

otal *ind load / 6&6 B1m


For ie load condition / &00

/ #5 B

eer =rm / #&583 m

For S%perstr%ct%re / &&6

/ #026 B

/ #02 m



2

/ 525525 m2

ind load / 060384 5255

505 B

eer arm / 82& m=rea o. pier eposed / 2 6#


125/152

/ #2&34 m2

ind load / 060384 G #2&

##8 B

eer =rm / &5 m

(or wind load on unloaded structure wind pressure s&all be

/ 240 g1m2

/ 24 B1m2

ind load on s%perstr%ct%re / 840 B1m


For Bo -ie load condition / 840

/ 2562 B



2

/ 525525 m2

ind load / 24 5255

#26#26 B

eer arm / 82& m

=rea o. pier eposed / 2 6#83

/ #2&34 m2ind load / 240 G #2&

230 B

eer =rm / &5 m

SrBo oad combinationF+ trans s%perstr%ct%re F+ tra

#026 S''# D : S!D : : ind #50

2 D : S!D : ind 25620

nit $ B

2$ (or =ind load 43 > in transverse ans 3 > wind in longitudinal direction

SrBo oad combinationS%perstr%ct%re 'ier

65 , F &5 , F 65 , F

# D : S!D : : ind66666&8 &58322

548 &20& &282 D : S!D : ind #665& 863 820

c$ %eismic condition

Calculation of ime period

Calc%lation o. ime period as per !nterim recommendations o. !"C-6 2000


126/152

/ 2 D

#000 F

+ereE / ime period

D / =ppropriate Dead and ie load in B

F / Horiontal .orce to be applied at s%perstr%ct%re mass to

prod%ce # mm dePectin at top o. pier


127/152

F

' & DiPection #0mm

& ; !

7= / Q Sa !

2 g "

Soil tpe Bo

Hard #

Medi%m 2

So.t &

(or O%D case (or %eismic case(in ASD Case 50 , Seismic)

F / 058 B F / 058

D / #0564 B D / 2050

/ 068& sec / 054

Q / 0#6 Q / 0#6

! / #5 ! / #5

" / 25 " / 25

Soil tpe / # Soil tpe / #

sa1g / #464 sa1g / #04

=+ / 00&5 =+ / 0050

1$ 'ongitudinal seimic wit& O%D


Horiontal .orce /

/ 528 B

eer arm o. t+is .orce / 43


Force d%e pier cap / 00&5/ 2

eer arm .or t+is .orce / 82&

For d%e to 'ier / 00&5

/ 2802

eer arm .or t+is .orce / &5

/

"


128/152

2$ ransverse seimic wit& O%D


Horiontal .orce /

/ 528 B

eer arm o. t+is .orce / 43

ranserse .orce / 00&5 #0564

/ &3#20 B

eer arm o. t+is .orce / #02 m


Force d%e pier cap / 00&5

/ 2

eer arm .or t+is .orce / 82&

For d%e to 'ier / 00&5

/ 2802

eer arm .or t+is .orce / &5

$ 'ongitudinal %eismic


ongit%dinal .orce /

Ma M case / 84 B



Force d%e to pier cap / 0050& 65868

/ & B/ 82& m


/ 40#4 B


"

"


129/152

8$ ransverse seismic


ongit%dinal .orce /

ongit%dinal .orce / 850 B


ranserse .orce d%e to ma M / 0050 #85#

(D:S!D) / &2#4 B

= o. t+is .orce () / #0 m

For d%e to / 0050 25&

/ #2363 B

= o. t+is .orce () / #0 m

ranserse .orce d%e to ma M / 0050 #85#

(D:S!D) / &2#4 B

= o. t+is .orce / #0 m

For d%e to / 0050 203

/ #04&& B

= o. t+is .orce () / #&5 m


Force d%e to pier cap / 0050 65

/ & B

/ 82& m


/ 40#4 B


5) Centrifugal (orce

CF / =s per !"C-6-2000E Cl-2#52#23"

(or Ma) M' Case*

MaE ie load reactionE / #280 B



Centri.%gal ForceE CF / #280 #23

"

2

+e centri.%gal .orce is calc%lated .or ario%s combinations =s per t+e tende doc%is a ra9c >am load ie Static load +ere.ore in a partic%lar combinations *+en s%.orce de% to lo


130/152

Centri.%gal ForceE CF / #&262 B

= .or t+is .orce / #&583 m

8.

(or Ma) M Case*

8..1

MaE ie load reactionE / 44 B



Centri.%gal ForceE CF / 44

#23

Centri.%gal ForceE CF / 5##8 B

= .or t+is .orce / #&583 m

6) (orces due to vertical loads

!ertical load

SrBo oad combination Combination

# ASD *it+o%t : 50, Sei #0564

2 ASD *it+o%t : 50, Sei #0564

& ASD *it+ one lane class = ##56


5 D : S!D / CAM@ # #85#8

6 2&50

3 2266&

8 CAM@ 2 : !BD ( #00 , "=BS ) 2&50

CAM@ & : !BD ( #00 , "=BS ) 2266&

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 2&50

## CAM@ & : !BD ( 65 , - &5 , ) 2266&

#2 CAM@ # : ind ( #00 , "=BS ) #85#8

#& CAM@ # : ind ( 65, - &5 , ) #85#8

#4 CAM@ # :05 ( Ma M) : Seismic 2#054

#5 CAM@ # :05 ( Ma M) : Seismic 2050

#6 CAM@ # :05 (Ma M) : Seismic 2#054

#3 CAM@ # :05 ( Ma M) : Seismic 2050

#8 CAM@ # :4C=SS= : CF / CAM@4 2&458

# CAM@4 : S;! 2&458

20 CAM@4 : #00 , !BD ( ran) 2&458

+e centri.%gal .orce is calc%lated .or ario%s combinations =s per t+e tende doc%is a ra9c >am load ie Static load +ere.ore in a partic%lar combinations *+en s%.orce de% to lo




131/152

9ending moments in 'ong direction


# ASD *it+o%t : 50, Sei #0564

2 ASD *it+o%t : 50, Sei #0564

& ASD *it+ one lane class = ##56


5 D : S!D / CAM@ # 26#0

6 368&

3 2605

8 CAM@ 2 : !BD ( #00 , "=BS ) 368&

CAM@ & : !BD ( #00 , "=BS ) 2605

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 368&

## CAM@ & : !BD ( 65 , - &5 , ) 2605

#2 CAM@ # : ind ( #00 , "=BS ) 26#0#& CAM@ # : ind ( 65, - &5 , ) 26#0

#4 CAM@ # :05 ( Ma M) : Seismic 5#43

#5 CAM@ # :05 ( Ma M) : Seismic 2608

#6 CAM@ # :05 (Ma M) : Seismic 5#43

#3 CAM@ # :05 ( Ma M) : Seismic 2608

#8 CAM@ # :4C=SS= : CF / CAM@4 #550

# CAM@4 : S;! #550

20 CAM@4 : #00 , !BD ( ran) #550

nit $ BE mE B-m

9ending moments in rans direction



2 ASD *it+o%t : 50, Sei 0

& ASD *it+ one lane class = &5&6


5 D : S!D / CAM@ # 0

6 &883

3 #05

8 CAM@ 2 : !BD ( #00 , "=BS ) &883

CAM@ & : !BD ( #00 , "=BS ) #05

#0 CAM@ 2 : !BD ( 65 , - &5 , ) &883

## CAM@ & : !BD ( 65 , - &5 , ) #05#2 CAM@ # : ind ( #00 , "=BS ) 0

#& CAM@ # : ind ( 65, - &5 , ) 0

#4 CAM@ # :05 ( Ma M) : Seismic #44

#5 CAM@ # :05 ( Ma M) : Seismic 5480

#6 CAM@ # :05 (Ma M) : Seismic #44

#3 CAM@ # :05 ( Ma M) : Seismic 5480

#8 CAM@ # :4C=SS= : CF / CAM@4 #3#

# CAM@4 : S;! #3#

20 CAM@4 : #00 , !BD ( ran) #3#

nit $ BE mE B-m

+e .orces arisng d%e to +oriontal loads are as tab%lated as gien in net table






132/152


133/152

8..2 (orces due to &ori6ontal loads

8..2.1 9ending moments in 'ongitudinal direction due to superstructure


# ASD *it+o%t : 50, Sei 528

2 ASD *it+o%t : 50, Sei 528



5 D : S!D / CAM@ # 20

6 54&

3 &

8 CAM@ 2 : !BD ( #00 , "=BS ) 54&

CAM@ & : !BD ( #00 , "=BS ) &

#0 CAM@ 2 : !BD ( 65 , - &5 , ) 54&

## CAM@ & : !BD ( 65 , - &5 , ) &

#2 CAM@ # : ind ( #00 , "=BS ) 20

#& CAM@ # : ind ( 65, - &5 , ) 20

#4 CAM@ # :05 ( Ma M) : Seismic 84

#5 CAM@ # :05 ( Ma M) : Seismic 850

#6 CAM@ # :05 (Ma M) : Seismic 4#6


#8 CAM@ # :4C=SS= : CF / CAM@4 23

# CAM@4 : S;! 23

20 CAM@4 : #00 , !BD ( ran) 23

nit $ BE m E B-m

9ending moments in ransverse direction due to superstructure



2 ASD *it+o%t : 50, Sei &3#



5 D : S!D / CAM@ # 0

6 0

3 0

8(#) CAM@ 2 : !BD ( #00 , "=BS ) #0& S''8(2) CAM@ 2 : !BD ( #00 , "=BS ) 2

(#) CAM@ & : !BD ( #00 , "=BS ) #0& S''

(2) CAM@ & : !BD ( #00 , "=BS ) 2

#0(#) CAM@ 2 : !BD ( 65 , - &5 , ) 63 S''

#0(2) CAM@ 2 : !BD ( 65 , - &5 , ) 5

##(#) CAM@ & : !BD ( 65 , - &5 , ) 63 S''

##(2) 5

#2 CAM@ # : ind ( #00 , "=BS ) 256

#& CAM@ # : ind ( 65, - &5 , ) #63

#4 CAM@ # :05 ( Ma M) : Seismic 0

#5 CAM@ # :05 ( Ma M) : Seismic 0

#6(#) CAM@ # :05 (Ma M) : Seismic &2 D:S!D#6(2) CAM@ # :05 (Ma M) : Seismic #28 ()

F



F




134/152

#3(#) CAM@ # :05 ( Ma M) : Seismic &2 D:S!D

#3(2) CAM@ # :05 ( Ma M) : Seismic #04 ()

#8 CAM@ # :4C=SS= : CF / CAM@4 #4&

#(#) CAM@4 : S;! (D:S!D) #035 D:S!D#(2) CAM@4 : S;! () 23#

20(#) CAM@# : #00 , !BD ( ran) (D:S!D) #0&

20(2) CAM@# : #00 , !BD ( ran) () 2

nit $ BE m E B-m

ransverse force due to centrifugal force on superstructure


6 #&262

3 5##8

8 CAM@ 2 : !BD ( #00 , "=BS ) #&262 CAM@ & : !BD ( #00 , "=BS ) 5##8

#0 CAM@ 2 : !BD ( 65 , - &5 , ) #&262

## CAM@ 2 : !BD ( 65 , - &5 , ) 5##8

#4 CAM@ # :05 ( Ma M) : Seismic 66

#5 CAM@ # :05 ( Ma M) : Seismic 255

#6 CAM@ # :05 (Ma M) : Seismic 66

#3 CAM@ # :05 ( Ma M) : Seismic 255

F




135/152

8..2.2 9ending moments in 'ongitudinal direction due to %ubstructure


# ASD *it+o%t : 50, Sei'ier cap 2

'ier 2802

2 ASD *it+o%t : 50, Sei'ier cap

'ier

& ASD *it+ one lane class ='ier cap

'ier

4

pile-reaction-and-pile-cap-.xls

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