new design sheet.xls

8/18/2019 New Design Sheet.xls

1/16

Date: ### Note No.

STUP Consultants Pvt. Ltd.By: PMD Sheet No.

Design of Penetration Depth of Pile of Intake Wall in Rock :

Unit wt of concrete = 2.5

Unit wt of sand = 1.8

Unit wt of steel = 7.85

Unit wt of brick = 2

i!e load considered = 5"" k#$%

TOTAL VERTICAL LOAD CALCULATION :

1 elf !eight of the Intake Well :

L" No" Ite# Wi$th Depth Length Nos Vol%#e &%anti'

1& Roof (#) (#) (#) (#) T

a& 'oof Bea% 'B1 ".( 1.2 1).25 ( *+",, -."/b& 'oof Bea% 'B2 ".( ".8 1).25 1 ."/0 /"+,

c& 'oof Bea% 'B( ".( ".8 1).25 1 ."/0 /"+,

d& 'oof Bea% 'B* ".( ".8 18.)5 ( *."-12 ..",+

e& 'oof Bea% 'B5 ".( ".8 18.)5 2 2"/,1 11".2

f& Slab 1).25 ".15 18.)5 1 -,"-3 **."3

#& +ol,%n ".*5 ".85 1".1 15 ,+"/-2+, *--"2+*2+,

2& 4onorail Le5"

a& intel Bea% B1 ".* ".5 1).25 1 ."1, 2"*1,

b& intel Bea% B2 ".25 ".(5 18.)5 2 ."13 2"*3

c& intel Bea% B( ".25 ".(5 1).25 1 *"-1 .",,

e& Bracket in col,%n 1" 2."* ,"*

f& 2"

2& Inter#e$iate Le5"

a& intel Bea% B* ".25 ".(5 1).25 1 *"-1 .",,

b& intel Bea% B5 ".25 ".(5 18.)5 2 ."13 2"*3

c& intel Bea% B) ".25 ".(5 1).25 1 *"-1 .",,

(& P%#p 6loor Le5"

Slab 18.)5 ".2 1).25 1 30"3* *,*",.

a& -loor Bea% -B1 ".( 1.2 1).25 2 **"+0 1/"1,

b& -loor Bea% -B2 ".( ".) 1.5 8 1"*3 ,"-0b& -loor Bea% -B2 ".( ".) 1.7 2 0"3* *",.

c& -loor Bea% -B( ".( 1 1).25 2 /"+, 1-".2

d& -loor Bea% -B* ".( 1 18.)5 2 **"*/ 1+"/+,

f& -loor Bea% -B5 ".( 1 1).25 1 -"22 *1"*/

#& -loor Bea% -B) ".( 1.25 1).25 1 3"0/ *,"1.

h& /,%0 * 28i& Bracket B1 (.)25 ".) 1.5 1 ."13 2

& Bracket B2 5 1 2.3 2 1/ +.k& Bracket B( *.825 ".) 1.5 2 2"3/ 11

l& /i0e 41""" NB /i0e& 5 2 .%& ater in 0i0e 5 2 2

n& 11.25 1

3

ater in co%%on header 11.25 1 10

o&Brick work

1).25 ".25 1".1 221"03 *3-"*.

0& Brick work 18.)5 ".25 1".1 2 /-"*2 *22".+6& Bracket /edestalBearin# *

r& 'in# Bea% ".8 2.25 (7.()) 1 )7.2588 1)8.1*7

t$%(

t$%(

t$%(

t$%(

(#.)

15 .9 . +rane 4Do,ble;irder& and +rane Bea%

+o%%on header 415"" NB0i0e&


2/16

Date: ### Note No.


Total self !eight = *-.1

=2 Tr%ss Vertical Loa$ acting on Intake !ell 100

( Li5e loa$ (Refer Design note of Pipe 7ri$ge)

a& t 'oof e!el 1).25 18.)5 *,*",.

b& t floor le!el 1).25 18.)5 *,*",.

Total li5e loa$ = .0."03

Total 5ertical loa$ 4S. of intake well < li!e load


3/16

Date: ### Note No.


Stiiffness calc,lation for 0ile :

Dia of 0ile = 1 %

De0th of fi?ity of 0ile fro% botto% of 0ile ca0 = 3.17 %

tiffness ; == 1,*0, $%

Ti#e perio$ T = 0",3 sec

@ence< sa$# = *"20 4S:183(&

= 0"11

otal seis%ic wt = *+2.

@oriAontal force d,e to seis%ic = .2-

C"= calc%lation of seis#ic #ass :

, #

2"./ #

*3"+2 %

+.; of seis%ic %ass actin# on the str,ct,re *-"0 %

4O4ENT CALCULATION :

otal ht of intake well ,0to to0 of 0ile ca0 = *3"+2 %

otal horiAontal force at to0 of 0ile = -.* t

o%ent at to0 of 0ile = 2,*1 tC%

*1EI > L.

αh

*,02 t

100 t

11.* t t

Top of Pile cap

".8 %

Botto% of /ile +a0 e!el

?istin# ;ro,nd e!ele!el

2.22 %

).32 %

?istin# 'ock e!el

D.9.- e!el

3.17 %

(."( %

er%ination e!el


4/16

Date: ### Note No.


ta?ilit' Check :

No of 0ile = *1 nos.

@t of to0 of rock le!el fro% botto% of 0ile ca0 le!el = 3"/1 %

Dia of 0ile = * %

Self wt of each 0ile = *2"0* t

@oriAontal force 0er 0ile d,e to self wt = ."22 t

o%ent 0er 0ile at to0 of rock le!el d,e to self wt = *, tC%

@oriAontal force 0er 0ile = -0 t

d,e to !ertical load and

o%ent at to0 of rock le!el = 23/- tC%

otal self wei#ht at 0ile ca0 base = */., t

De0th of fi?ity of 0ile = /"*+ %

'es0onse 'ed,ction factor = .

o%ent 0er 0ile = ,+ tC%

i& As per IRC: A#en$#ents to IRC p%?lications : Appen$i@ ,

he socketed len#th in the rock %ay be calc,lated fro% the followin# e6,ation :

2@ )

= 0"1/ *"2+

= 1"*3 % 4@ence< the ass,%0tion is ok&

@ence< the 0enetration de0th of intake well in rock 1"*3 %

s4socketed len#th&

= *@2

σD σ2

D2 σD


5/16

Date: ### Note No.


B,t< fro% de0th of fi?ity criteria we ha!e considered the socketed len#th of 0ile in rock as 5 %

/,sh C0,ll effect of 0ile d,e to horiAontal seis%ic force :

o%ent d,e to 0,sh C0,ll effect (355.)( tC%

/$n = 1)1.2 t

r$ rE2 = "."21

(

5.(

).2

/%a? = .20"1 t 9enceBO;

/%in = ,+"2 t 9enceBO;

4a@ allo!a?le 5ertical loa$ capacit' = -,0"0 t

(Refer 5ertical loa$ cal)

4a@ allo!a?le friction capacit' = *3*"0 t

(Refer 5ertical loa$ cal)


6/16

Date: 23-04-2016 Note No.


TOTAL EI4IC WT CALCULATION :

1 eis#ic !eight of the Intake Well :


1& Roof (#) (#) (#) (#) T

a& 'oof Bea% 'B1 ".( 1.2 1).25 ( *+",, -."/

b& 'oof Bea% 'B2 ".( ".8 1).25 1 ."/0 /"+,

c& 'oof Bea% 'B( ".( ".8 1).25 1 ."/0 /"+,

d& 'oof Bea% 'B* ".( ".8 18.)5 ( *."-12 ..",+

e& 'oof Bea% 'B5 ".( ".8 18.)5 2 2"/,1 11".2

f& Slab 1).25 ".15 18.)5 1 -,"-3 **."3

#& +ol,%n ".* ".8 1".1 15 -2"-2 *1*"1

2& 4onorail Le5"

a& intel Bea% B1 ".* ".5 1).25 1 ."1, 2"*1,

b& intel Bea% B2 ".25 ".(5 18.)5 2 ."13 2"*3

c& intel Bea% B( ".25 ".(5 1).25 1 *"-1 .",,

e& Bracket in col,%n 1" 2."* ,"*

f& 2"

2& Inter#e$iate Le5"

a& intel Bea% B* ".25 ".(5 1).25 1 *"-1 .",,

b& intel Bea% B5 ".25 ".(5 18.)5 2 ."13 2"*3

c& intel Bea% B) ".25 ".(5 1).25 1 *"-1 .",,

(& P%#p 6loor Le5"

Slab 18.)5 ".2 1).25 1 30"3* *,*",.

a& -loor Bea% -B1 ".( 1.2 1).25 2 **"+0 1/"1,

b& -loor Bea% -B2 ".( ".) 1.5 8 1"*3 ,"-0

b& -loor Bea% -B2 ".( ".) 1.7 2 0"3* *",.

c& -loor Bea% -B( ".( 1 1).25 2 /"+, 1-".2

d& -loor Bea% -B* ".( 1 18.)5 2 **"*/ 1+"/+,

f& -loor Bea% -B5 ".( 1 1).25 1 -"22 *1"*/

#& -loor Bea% -B) ".( 1.25 1).25 1 3"0/ *,"1.

h& /,%0 * 28i& Bracket B1 (.)25 ".) 1.5 1 ."13 2

& Bracket B2 5 1 2.3 2 1/ +.k& Bracket B( *.825 ".) 1.5 2 2"3/ 11l& /i0e 41""" NB /i0e& 5 2 .

%& ater in 0i0e 5 2 2

n& 11.25 13

ater in co%%on header 11.25 1 10

o&Brick work

1).25 ".25 1".1 221"03 *3-"*.

0& Brick work 18.)5 ".25 1".1 2 /-"*2 *22".+6& Bracket /edestalBearin# *

5& Wella& wall 4bo!e ater e!el& 13 1.8 1 .."3, 2-"*b& all4Below ater e!el& 13 15." 1 120"0+ +00"1c& /ile +a0 121 ".8 1 /3"3* 1-*",

/ile 1 12.2 12 **,"00 12+",

Total self !eight in seis#i (At 7otto# of Pile Cap Le5el) = 11.*

(#.)

15 .9 . +rane 4Do,ble;irder& and +rane Bea%

+o%%on header 415"" NB0i0e&


7/16

Date: ### Note No.


Unit wt of concrete 2.5

Unit wt of sand 1.8

/enetration de0th of the intake well 7.5 %

1 Concrete &%antit' of the Intake Well :


1& (#) (#) (#) (#) T

a& 'oof Bea% 'B1 ".( 1.2 11.75 ( *1"3/ .*"+

b& 'oof Bea% 'B2 ".( ".) 11.75 1 1"*1 ,"1/

c& 'oof Bea% 'B( ".( ".8 11.75 1 1"21 +"0,

d& 'oof Bea% 'B* ".( ".) 1*.* ( +"++3 */"--

e& 'oof Bea% 'B5 ".( ".) 1*.* 2 ,"*2- *1"/3

f& Slab 1*.25 ".15 1).*5 1 .,"*3 2+"/

#& ".* ".8 2.5 5 - *0

h& 0"- 0"2 2.5 1" 2 10

2&

a& intel Bea% B1 ".* ".5 11.85 1 1".+ ,"/1,

b& intel Bea% B2 ".25 ".(5 1*.( 2 1",0. 3"1,3

c& intel Bea% B( ".25 ".(5 11.85 1 *"0.+ 1",/1

d& (" 2.)"7

e& Bracket in col,%n 3 *.5 **"1,

f& 2"

e& ".* ".8 ).8 5 *0"22 1+"1

f& ".* ".8 ).8 1" 1*"+3 ,-"-

2&

a& intel Bea% B* ".25 ".(5 11.85 1 *"0- 1",/

b& intel Bea% B5 ".25 ".(5 1*.( 2 1",01, 3"1,31,

c& intel Bea% B) ".25 ".(5 11.85 1 *"0.32+, 1",/

(&

Slab 1) ".2 1*.25 1 -,"3 **-

a& -loor Bea% -B1 ".( 1.2 1*.2 2 *0"11 1,",3

b& -loor Bea% -B2 ".( ".) ".72 8 *"0.32 1",/

c& -loor Bea% -B( ".( 1 1*.2 2 2",1 1*".0

d& -loor Bea% -B* ".( 1 1*.( 2 2",2 1*"-,

e& -loor Bea% -B5 ".( 1 2.) 2 *",3 ."/0

f& -loor Bea% -B) ".( 1 11.85 1 .",,, 2"2/

#& -loor Bea% -B7 ".( ".75 11.85 1 1"3331, 3"3+

h& /,%0 * *"i& Bracket B1 ( ".8 1 1"- 3

$%(

$%(

Roof (At Le5" EL" *-/"200#

(#.)

+ol,%n 4le!.1*3.8 to1*7.(&

+ol,%n 4le!.1*3.8 to1*7.(&

4onorail Le5" (At Le5" EL"*-3".00 #

+rane S,00ortin# Bea%4B 5""&

7.5 .9 . +rane4Do,ble;irder& and +rane Bea%

+ol,%n 4le!.1*7.( to1*".5&

+ol,%n 4le!.1*7.( to1*".5&

4onorail Le5" (At Le5" EL"*-.",00 #

P%#p 6loor Le5" (At Le5"EL" *-0",00 #)


8/16

Date: ### Note No.


& Bracket B2 ( ".8 2 -"2 *1k& Bracket B( ( ) 1 *2 -,l& /i0e "."" 5 2 0"00 0

%& ater in 0i0e "."" 5 2 0"00 ".""n& +o%%on header "."" ).) 1 0"00 ".""

o& 1.""

0& @andrail F3" ? 3" ? 8 *7 ".51

6&Brick work

1*.25 ".25 3.( 233"13

1(2.5

r& Brick work 1) ".25 3.( 2 +-"- 1*8.8

s& Bracket /edestalBearin# *

5& Wella& wall 4bo!e ater e!el& 22 5.5 1 *11".. .0,"2b& all4Below ater e!el& 22 2".5 1 -,,"/+ **./"/c& S,%0 all 4abo!e ;.& 22 ( 1 33"+. *33"2

S,%0 all 4below ;.& 22 7.5 1 *33"21 -*+"0d& o0 Slab 38.5 ".) 53.11 *-+"2

e& Botto% Slab 38.5 1.5 1*7.78 .3/",f& Sand 38.5 8.* 1 827.57 1*83.)

#&*

Stair rran#e%ent for+oo%on header

nside stair arran#e%ent inwell


9/16



Design of p%#p floor ?ea# :

/,%0 +a0acity = 7 t

,00 ,00

1.5 2.8 2.8 2.8 1.5

11.* %

P%#p 6loor $etails :

(& P%#p 6loor Le5" (At Le5" EL" *-0",00 #)

Wi$th Depth Length Nos Vol%#e &%anti'

(#) (#) (#) (#) T

a& Slab ".2" )".)125 151.5(1(

b& ".(" 1.2" 1*.2" 2 1".22 25.5)

1& -ro% slab = ".5 t$%

2& -ro% bea% = ".3 t$%

(& = 5.7 t$%

otal dead load = 7.1 t$%

a00ro? +", t$%

Anal'sis of ?ea#

o%ent 4t S0an& = *+*"*.2 t$% 4-ro% SD&

Reinforce#ent Calc%lation:

;rade of concrete = M30

;rade of steel = fy500

+lear +o!er = 30 mm

d 1200-30-(25/2) = 1157.5 mm

= 6.387

= 1.7 %

0c 0.6 %

'einforce%ent 0ro!ided = 5903

@ence< de0th ass,0tion is ok.

(#.)

-loor

Bea%-B1

,$bd2

0t (% of reinforcement)

Bea% = ("" ? 12""

Bea% = ("" ? )""12""

7 t 0,%0

2"" thk slab12""

ell

7 t 7 t 7 t 7 t

7.5 t$%

' '


10/16



Thickness Check of the Wall of the Intake Well :

Gertical load at ;. = */., t

o%ent = 8512 tC%

= 12.+ tC% (%sing R


11/16



,einforce(ent Details :

~~~~~~~~~~~~~~~~~~~~~~~

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

Bar3 4(6 7(6 Area()6 Bar3 4(6 7(6 Area()6

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

, 1 82 059 00011! , .2 !0! ../ 00011!

, ! 2909 11!5 00011! , 12. 10281 1008 00011!

, 185 11/5/ !55 00011! , 208 5299 512 00011!

, 2./ .8 5./ 00011! , 2 !91! 11.5 00011!

, !29 108!/ 9/1 00011! , !/0 1098! 298! 00011!

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

"haracteristics of Total Section :

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

At & 22!11/ () 4c & 82 ( 7c & 8199. (

I & 19950.! (. Iy & 199.195 (. Iy &;0195! (.

e stress & !059!51 t'() in ,e-ar3 1

? 1000 t'(2

?2/500 t'(2


12/16



Design of Col%#n of the P%#p floor :

@ei#ht of +ol,%n = *0"* %

+o%,n idth = 0"-, %

+ol,%n de0th = 0"2, %

No. of col,%ns = *, nos

;rade of concrete = M30

;rade of steel = fy500

Brick wall len#th = ,".1, m

Brick wall thickness = 0"1, %

@ei#ht of brick wall that rests on col,%n = + %

Unit wt of brick = 1

Brick load on col,%n = *2"3.+, t

otal !ertical load on col,%n = -.2 t

@oriAontal seis%ic coefficient = 0"0+ 4considein# '=(&

@oriAontal force d,e to seis%ic on col,%n for !ertical load = (1.5 t

@oriAontal force d,e to seis%ic on col,%n for brick load = 1.( t

centric %o%ent d,e to crane = 12 tC%

o%ent d,e to seis%ic in each col,%n = *,". tC%

Gertical load in each col,%n = -+"2 t 4sls case&

o%ent in each col,%n = 1+". tC% 4sls case&

Gertical load in each col,%n = +1 t 4,ls case&

o%ent in each col,%n = -* tC% 4,ls case&

Desi#n of +ol,%n as 0er S0C1) :

+lear +o!er = *" %%

Dia of %ail reinforce%ent = 25 %%

dH = 52.5 %%

D = 85" %%

dH$D = ".")

t$%(


13/16



+hart for dH$D = ".1

= ".")

= "."*

Usin# chart C ** of S0C1) :

0$fck = "."1

0 4I of steel re6,ired& = ".( I

st re6,ired 4-ro% US +heck& = 11*7.5

/ro!idin# 25 dia 1) nos

st 0ro!ided 4-ro% SS +heck& = 785*

4I of steel& 0ro!ided = 2."5 I

/,

$ fck b D

, $ fck b D2

%%2

%%2


14/16

Date: 23-Apr-16 Note No:

onsu an s v . .

Designed !: P"D S#eet No:

Calclation of !ile "einforcement a# $er !-16

&n ' Coition *

Ma+imm iameter of Main "einforcement = 32 mm,ia of ran#er#e "einforcement = 12 mm

Clear Coer = 75 mm

rae of Concrete = M30

rae of "einforcement = e500 75 mm

ence = 751232/2 = 103 mm

4erall ,e$t , = 1000 mm

ence /, = 0.103 #ay = 0.1 12 mm

32 mm

"einforcement* rom cart 60 of ! 16 ! M+ $=

Ca#e 1* 570 85 0.190 0.028 0.01 0.30 Ca#e 2* 0 85 0.000 0.028 0.025 0.75

!roiin 32 dia bars 24 nos.

$ $roie= 2.6 % Hence,Ok

!/fc,2 M+/fc,3 $ c =

,


15/16


onsu an s v . .


In SLS Codition :

Stress chec* for @ile of pier @1

pile

~~~~

Analysis of Section under Bending + Thrust

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

Input data Date : 2015122!

~~~~~~~~~~ ~~~~~~~~~~~~~~~~~

"oncrete :Inst#odulus$%i & 1 t'() Deferred #odulus & 1 t'()

Shr*Strain$shr & 0 AlloTensile stress$ft & 0 t'()

,e-ars : Total nr & 2. #odof %lasticity$%r & / t'()

As'Ac & 2.8

ode coordinates : Ac & /5 ()

~~~~~~~~~~~~~~~~~~

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

ode3 4(6 7(6 ode3 4(6 7(6

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

1 5 0 20 !!/ 02/

!9 192 108 5 01 22

// 015 !/9 98 002 5..

115 0.! /0! 1!. 1!. .1

15! 285 9.1 1/2 .22 99.

191 5/ 992 210 /.2 9!/

229 /2 !5 2. 98 895

28/ 999 5!5 28 9! !/1

!05 915 22 !2. 01 101

!.! 855 02.

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

,einforce(ent Details :

~~~~~~~~~~~~~~~~~~~~~~~

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

Bar3 4(6 7(6 Area()6 Bar3 4(6 7(6 Area()6

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

, 1 5 10! 0000. , . 219 219 0000.


16/16


onsu an s v . .


, / 10! 5 0000. , 10 219 /1 0000.

, 1! 5 9/ 0000. , 18 /1 /1 0000.

, 19 9/ 5 0000. , 22 /1 219 0000.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

"haracteristics of Total Section :

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

At & 9012 () 4c & 5 ( 7c & 5 (

I & 0521 (. Iy & 0521 (. Iy & 0 (.

new design sheet.xls

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