Download - Design of sarda fall.xls
-
8/18/2019 Design of sarda fall.xls
1/77
Design of D/S wing wall
Top level of wingwall = 420.602 mCistern level = 416.7 mHeight of abutment = 3.02 mTop wi!th = 0.6 m"ear slope 1# 0.$$
"ear batter = 2.1461 m%ase wi!th = 2.7461 mHeight = 3.02 m
&ensit' = 2
φ = 30
δ φ 2= = 1$
= 0
= 0
λ = 0 0
α
= 2(.(1ι = 0)n*rement = 0 +
,nit weight of *on*rete = 2.4
,nit weight of water = 1
Stress Due to Earth pressure (Active)
= 1
= 1
= 0.76(
= 0.722 = 0.707
= 0.$
= 0.(76
= 0.722
1- 0.$ =
1.74(
1 2
1- 0.$ =
0.327
Cos2/φ−α−λ) =
1.(03
Ca = Cos2/ φ−α) 1 2
1- 0.$
Ca = 0.589581
a 12wh2Ca = (.( tarth pressure# =erti*al *omponent= = 6.22 tHori5ontal *omponent= = 6.4( t
tm3
o
o
αh %)αoαv 12αh=
tan1α(h/18α(v=
o
tm3
tm3
*osλCos2/φ−λ−α)=Cos2α=Cos/δ+λ+α)=9in/φ+δ)=9in/φ−ι−λ)=Cos/α−ι)=Cos/δ+λ+α)=
9in/φ+δ)∗9in(φ−ι−λCos/α−ι)∗Cos/δ+α+λ)
9in/φ+δ)∗9in(φ−ι−λ)Cos/α−ι)∗Cos/δ+α+λ)
*osλ∗ Cos2α∗ Cos/δ+α+λ)
*osλ∗ Cos2α∗ Cos/δ+α) 9in/φ+δ)∗9in(φ−ι)Cos/α−ι)∗Cos/δ+α)
-
8/18/2019 Design of sarda fall.xls
2/77
0 0.$$1 3.02 1
0 0.6 2.1461
2.7461Coeff. : % & ,nit.wt. ;or*es/t e
-
8/18/2019 Design of sarda fall.xls
3/77
Design of Aut"ent
Top level of abutment = 421.(( mCistern level = 416.7 mHeight of abutment = $.1( mTop wi!th = 0.$ m"ear slope 1# 0.$
"ear batter = 2.$ m%ase wi!th = 3.0 mHeight = $.1( m
&ensit' = 2
φ = 30
δ φ 2= = 1$
= 0
= 0
λ = 0 0
α
= 26.$7ι = 0)n*rement = 0 +
,nit weight of *on*rete= = 2.4
,nit weight of water= = 1
Stress Due to Earth pressure (Active)
= 1
= 0.6
= 0.(
= 0.74( = 0.707
= 0.$
= 0.(4
= 0.74(
1- 0.$ =
1.727
1 2
1- 0.$ =
0.33$
Cos2/φ−α−λ) =
1.664
Ca= Cos2/ φ−α) 1 21- 0.$
Ca = 0.55'
= 14.6 tarth pressure#
erti*al *omponent= = .3 tHori5ontal *omponent= = 11.1 t
tm3
o
o
αh %)αoαv 12αh=
tan1α(h/18α(v=
o
tm3
tm3
*osλCos2/φ−λ−α)Cos2αCos/δ+λ+α)9in/φ+δ)9in/φ−ι−λ)Cos/α−ι)Cos/δ+λ+α)
9in/φ+δ)∗9in(φ−ι−λCos/α−ι)∗Cos/δ+α+λ)
9in/φ+δ)∗9in(φ−ι−λ)Cos/α−ι)∗Cos/δ+α+λ)
*osλ∗ Cos2α∗ Cos/δ+α+λ)
*osλ∗ Cos2α∗ Cos/δ+α) 9in/φ+δ)∗9in(φ−ι)Cos/α−ι)∗Cos/δ+α)
a=12wh2Ca=
-
8/18/2019 Design of sarda fall.xls
4/77
0 0.$1 $.1( 1
0 0.$ 2.$
3.0Coeff. : % & ,nit.wt. ;or*es/t e
-
8/18/2019 Design of sarda fall.xls
5/77
-
8/18/2019 Design of sarda fall.xls
6/77
-
8/18/2019 Design of sarda fall.xls
7/77
&esign of sar!a fall masonr' *anal se*tion
?>
-
8/18/2019 Design of sarda fall.xls
8/77
-
8/18/2019 Design of sarda fall.xls
9/77
Design of Canal fall (Sharda type)
Hydraulic particulars :
U/S D/S
i Full supply discharge (Q) cumecs 68 68
ii 1.28iii Full supply le!el (m) "21.1# "1$.8%2
i! Full supply depth (m) 2.% 2.%
! &a'al ed le!el (m) "18.#8 "1.12
!i *ed +idth (m) 1.% 1.%
!ii ,ssume ligh c-ecie't (*&) 6
!iii 0ater side sl-pe 1.% :1
i *ed sl-pe 1: %
1 Length of crest
Crest length /: = 1.% m2 Crest Level
3 Q is 4 15 Adopt trapizodial creast
C = 2.26
5he discharge is gi!e' y Q
E = 2.26
.8 m
68 2.26 1.%D71.%(D/.8)7.1666
D 1.## mel-city -3 appr-ach +ith sl-pe 1.% : 1
a 68/(1.%92.%1.%)1.%)
a 1.1"# m/sec
el-city Head
.6
U/S 5 U/S FS 9 !el-city head
"21.1#9.6
"21.2 m
; -3 crest U/S 5 < D
"21.1$
-
8/18/2019 Design of sarda fall.xls
10/77
= 0.$ 2.77= 1.3( m
rovi-e thic;ness at ase = 1.40 m)ts top shall be *appe! with 20 *m thi*F *ement *on*rete
" Approach
% Donstrea! e"pansion
6 #pstrea! $rotection
*ricA/st-'e pitchi'g i' le'gth 2.% m sh-uld e laid -' the U/S
&ister' leme'ts
Depth -3 cister' dc
B #.8$ cumec/m
dc 1.16 m
5hus Depth -3 cister' .#$
; -3 cister' D/S ed le!el < Depth -3 cister'
"1.12 < .#$ m
"16.12 m
Cr-!ide ; -3 cister' "16. m
e'gth -3 cister' #.8dc 9 ."1%9 H
#.81.169."1%91.28
".$#8 m
Cr-!ide cister' 3-r %. m
8 e'gth -3 mper!i-us --r
*lighEs c-ecie't 6
aimum static head &rest le!el < D/S ed le!el
"1$.8 < "1.1
2. m
5-tal --r le'gth reBuired 6 @ 2.
16.68
5-tal --r le'gth pr-!ided 16. m
i'imum d.s. --r le'gth reBd. 1.%#>dc 9 ".8 H 1.%#1.169".8
-
8/18/2019 Design of sarda fall.xls
11/77
= 416.3 m
= '!3-0.60
/where '! is water !epth im m at us
= 0.2-0.6= 1.$2 m
rovi!e! us *ut off wall !epth = 1.$2 m": of the bottom of sheet pile = 416.(6 mCistern level = 416.70rovi!e sheet pile bottom elevation at = 416.70 m
ii D/S sheet pile $
&is*harge intensit' IJI = 3.( *ume*m= 3.36 m
>nti*ipate! s*our = 1.$ " = $.0$ m".:. of the bottom of s*our hole = 1.($2$.0$ m
= 414.(0 m
= '!2 -0.6
/where '! is water !epth in m at !s = 1.37$-0.6
= 1.7$ mrovi!e! !s *ut off wall !epth = 1.7$ m": of bottom of sheet pile = &9 be! level!epth of *utoff
= 417.1021.7$9heet pile bottom elevation = 41$.13 mrovi!e sheet pile bottom elevation= 414.(0 m
iii 6otal floor length an- e=it gra-ient
-
8/18/2019 Design of sarda fall.xls
12/77
an! !ownstream near *utoff wall = 0.30 m.i 3pstrea" sheet pile
! = 41(.3( 416.70= 1.6( m
b = 26.30 m
1/ α = !b =1.6(
= 0.0626.30
;rom BhoslaIs ressure *urvesλ = (.34
= 77.4 +
= (4.26 >
= 6.77 +
Corre*tion for floor thi*Fness = 1.21 /- ve
whereG & = 417.102414.(02= 2.30 m
! = 1(.3(416.71.6( m
bI = 2%.$
b = 26.30 mThenG C = 0.(6 /- ve
*orre*te! = 77.4-1.21-0.(6
= 7.$6 >ii Downstrea" sheet pile
! = 417.102414.(02 = 2.30 m
b = 26.30 m1/α =
!=
2.30= 0.0
b 26.30;rom BhoslaIs ressure *urves
λ = 6.24φΕ1 = 26.22 +
= 1(.27 >
= 7.$ +Corre*tion for floor thi*Fness = 1.04 / ve
whereG d = 417.102414.(022.30 m
& = 41(.3(416.71.6( m
bI = 2$.0 mb = 26.30 m
thanG C = 0.73 / veφΕ1 *orre*te! = 26.22t 0.00 m from toe of *reast wall to 2.00 m
+ pressure =
φC1φ&1
φ&1 − φC1
Corre*tion for interferen*e !ue to !s sheet pile lineG C = 1√&bI./!-&b
φC1
φ&1φΕ1 − φ&1
Corre*tion for interferen*e !ue to us sheet pile lineG C = 1?&bI./!-&b
-
8/18/2019 Design of sarda fall.xls
13/77
.2$.0
. .
= $0.6( >,nbalan*e! hea!
=$0.6( 2.77
100.00= 1.40 m
;loor thi*Fness reJuire! = 1.40 1.2$
rovi-e floor thic;ness = 1.12 mii >t 2.00 m from toe of *reast wall to 4.00 m
+ pressure =
24.4$ -14.$0
7.$6 24.4$2$.0
= 44.$4 >,nbalan*e! hea!
=44.$4 2.77
100.00= 1.23 m
;loor thi*Fness reJuire! = 1.23 1.2$
rovi-e floor thic;ness = 0. miii >t 4.00 m from toe of *reast wall to 6.00 m+ pressure =
24.4$ -12.$0
7.$6 24.4$2$.0
= 3(.40 >,nbalan*e! hea!
=3(.40 2.77
100.00= 1.06 m
;loor thi*Fness reJuire! = 1.06 1.2$rovi-e floor thic;ness = 0.($ m
iv >t 6.00 m from toe of *reast wall to (.00 m+ pressure =
24.4$ -10.$0
7.$6 24.4$2$.0
= 32.2$ >,nbalan*e! hea!
=32.2$ 2.77
100.00= 0.( m
;loor thi*Fness reJuire! = 0.( 1.2$rovi-e floor thic;ness = 0.71 m
v >t (.00 m from toe of *reast wall to 12.00 m+ pressure =
24.4$ -(.$0
7.$6 24.4$2$.0
= 26.11 >,nbalan*e! hea!
=26.11 2.77
100.00= 0.72 m
;loor thi*Fness reJuire! = 0.72 1.2$rovi-e floor thic;ness = 0.$( m
vi >t (.00 m from toe of *reast wall to 16.00 m+ pressure =4.$0
-
8/18/2019 Design of sarda fall.xls
14/77
.2$.0
. .
= 13.(2 >,nbalan*e! hea!
=13.(2 2.77
100.00= 0.3( m
;loor thi*Fness reJuire! = 0.3( 1.2$
rovi-e floor thic;ness = 0.31 m12 Downstrea" rotection
i :e- rotection:ength of be! prote*tion = 3!s water !epth
= 3.00 2.7$= (.2$ m
This shall *onsist of ".".9tone !r' pit*hing
ii Si-e protection:ength of be! prote*tion = 3!s water !epth
= 3.00 2.7$= (.2$ m
This shall be prote*te! b' a toe wall 0.4 m wi!e ".".sotne masonr' an! of!epth eJual to 0.(0m.
rovi!e !r' stone pit*hing 0.2 m thi*F on si!esG resting on wall 0.4m wi!e an!of the same !epth as other toe walls.
-
8/18/2019 Design of sarda fall.xls
15/77
?>
-
8/18/2019 Design of sarda fall.xls
16/77
%ri*Fstone pit*hing in length 2.7$ m shoul! be lai! on the u.s. be! sloping !own towar!sthe *rest 1#10 N an! three !rain pipes of 1$ *m !iameter at the be! !uring the *losure of the *hannel
'. ,istern Ele"ents
&epth of *istern =
!* =
J = 3.(($714 *ume*m!* = 1.1$ m Thus &epth of *istern = 0.3($ = 0.+8 "": of *istern = !s be! level &epth of *istern
= 417.102 0.3($ m= 416.717 m
rovi-e of cistern = 1%.'00 m:ength of *istern = $.2!*-1.067-H:
= $.2 1.1$$ - 1.067 - 1= (.071 m
rovi-e 9.0 " long cistern at 1%.'00 ".
8. ength of 4"pervious floor
%lighIs *oeffi*ient = 6
-
8/18/2019 Design of sarda fall.xls
17/77
:ength = same as for be! prote*tion.= 8.*5 mSide protection #
pFPnan!wanaQ'ahoo.*o.in
-
8/18/2019 Design of sarda fall.xls
18/77
?>
-
8/18/2019 Design of sarda fall.xls
19/77
ressure calculations
:et the us floor thi*Fness = 0.+0 "an! !ownstream near *utoff wall = 0.+0 ".
/i Upstream sheet pile! = 41(.3( ?> +
Corre*tion for floor thi*Fness = ?>/ii Downstream sheet pile
! = 417.10 41$.10 = 2.00 m
b = 24.0 m!
=(.00
= 0.0( = 1/αb 24.0
;rom BhoslaIs ressure *urvesλ = 6.74
φΕ1 = 2$.17 += 1'.5% > = 7.61 +
Corre*tion for floor thi*Fness = 1.14 / veCorre*tion for interferen*e !ue to us sheet pile lineG C = 1R&bI./!-&b
whereG ! = 417.10 41$.10 = 2.00 m& = 41(.3( ?>
Downstrea" 7loor thic;ness
/i >t 0.00 m from toe of *reast wall to *.00 m
+ pressure = ?>
,nbalan*e! hea! =
?>
-
8/18/2019 Design of sarda fall.xls
20/77
rovi-e floor thic;ness = C@AE "
/ii >t *.00 m from toe of *reast wall an! upto .00 m
+ pressure = ?>
,nbalan*e! hea! =?>t .00 m from toe of *reast wall an! upto %.00 m
+ pressure = ?>
,nbalan*e! hea! =?>t %.00 m from toe of *reast wall an! upto 9.10
+ pressure = ?>
,nbalan*e! hea! =?>
-
8/18/2019 Design of sarda fall.xls
21/77
@AE 7 !B$&,@S63,64@ 7 shar-a t#pe 7A at .D. 0 0
2.(0
1 . 0 0
>
2 . ( 0
0.$0
0 . $ 0 0
2 . 7 $ 0
4 1 ( . 3 ( 0
1 7 . $ 0
0 . 0 0
T % :
; . % .
; 9 &
C % :
% . A .
0.$0
2 . 3 0
0 . $ 0
11.20 > 2.(0
0.(0 3.10
T%: 421.630
3.2$
,9 ;9: 421.130 0.$ T%: 420.3$2
Creast level 41.(00 &9 ;9: 41.($2
usC%: 41(.3(0 2.7$
1.6(3.10 !s
1.40 *istern level= 416.700
": ?>
-
8/18/2019 Design of sarda fall.xls
22/77
&T>)& 9T)T?>9oft !isintegrete! ro*F. 2$ + Jt' taFen = 0.00/%Har! ro*F not rJuir!ing blasting 2$ + Jt' taFen = 0.00 h'lites U other har! ro*FreJuiring nominal blasting 2$ + Jt' taFen = 0.00
*um3
/amaimum si5e upto 20mm
Aing wall >> 2 0.00 0.00 0.00 0.00
9i!e wall %% 2 0.00 2.30 0.00 0.009i!e wallCC 2 0.00 0.00 0.00 0.00
Total 0.004 for 1 nos 0.00
*um
&9 *istern 1 0.00 0.00 0.00 0.00
arth worF in e*avation in*lu!ing loa!ingunloa!ing !isposal an! !ressing of e*avate!
earth within intial lea! of $0m an! lift upto1.$m in !r' or moist in*lu!ing !ressing ofe*avte! area with *ost of !ewateringwherever reJuire! an! all appli*able taesan! levies et* *omplete in all respe*t
>. Har! soil mie! with FanFarG boul!ermorrum
arth worF in e*avation in*lu!ing loa!ingunloa!ingG !isposal an! !ressing ofe*avate! ro*F within initial lea! of $0 m an!lift upto 1.$0 m in!r' or moist in*lu!ing!ressing of e*avate! area wirh *ost of!ewatering wherever reJuire! an! allappli*able taes an! . levies et*. *omplete inall respe*t.
Cement *on*rete
-
8/18/2019 Design of sarda fall.xls
23/77
&9 *urtain wall 1 0.00 0.00 0.00 0.00
&9 *urtain wall 1 0.00 0 0.00 0.00
,9 impervious floor 1 0.00 0.00 0.00 0.00
,9 *urtain wall 1 0.00 0.00 0.00 0.00
*oping 2 0.00 0.00 0 0.00
*reast top 1 0.00 0.00 0 0.00
Total 0.00$ for 1 nos 0.00
*um
)n *ement san! mortar 1#$
Creast wall 1 0.00 0.00 0.00 0.00
Aing wall >> 2 0.00 0.00 0.00 0.00
9i!e wall %% 2 0.00 0.00 0.00 0.00
9i!e wallCC 2 0.00 0.00 0.00 0.00Total 0.00
for 1 nos 0.006 *um
)n *ement san! mortar 1#$
Aing wall >> 2 0.00 0.00 0.00 0.00
9i!e wall %% 2 0.00 0.00 0.00 0.00&9 return 2 0.00 0.00 0.00 0.00
Total 0.007 for 1 nos 0.00
*um
Creast wall 1 0.00 0.00 0.00
Aing wall >> 2 0.00 0.00 0.00
9i!e wall %% 2 0.00 0.00 0.00
9i!e wallCC 2 0.00 0.00 0.00
&9 return 2 0.00 0.00 0.00
total 0.00for 1 nos 0.00
(
"ate as %9" 2006 page 42 item 1$*
Aing wall >> out si!e 2 0.00 0.00 0.00
"an!om rubble stone masonr' /using "G".stone where 7$+ stone to be not less than1$ *m. in an' !ire*tion an! weighing not lessthan 23 Fg. for foun-ation in*lu!ing *uringall lea!s of all *onstru*tion material an! alltaes an! with inial lift !elift $m from groun!level et* *omplete
"an!om rubble stone masonr' /using "G".stone where 7$+ stone to be not less than1$ *m. in an' !ire*tion an! weighing not lessthan 23 Fg. for superstru*ture in*lu!ing*uring all lea!s of all *onstru*tion materialan! all taes an! with inial lift !elift $m fromgroun! level et* *omplete
laster in *ement san! mortar 1#3 in*lu!ingraFing of Voints smooth finishing U *uring et*.in*lu!ing all lea!s of all *onstru*tion material*omplete of thi*Fness 20 mm.
;lush an! rule! pointing on stone masonr'in*lu!ing raFing of Voint an! *uring et*.*omplete in*lu!ing all lea!s of all*onstru*tion materials in mortar ratio *ementsan! mortar /1#3
-
8/18/2019 Design of sarda fall.xls
24/77
9i!e wall %% out si!e 2 0.00 0.00 0.00
9i!e wallCC out si!e 2 0.00 0.00 0.00
&9 return out si!e 2 0.00 0.00 0.00total 0.00
for 0 nos 0.00 sJm
as per item no 1 0.00for 1 nos 0.00
*um
"ehan!ling e*avate! earth / e*lu!ing
ro*F in tren*hesG pilinth si!e of foun!ationset*. in la'ers not e*ee!ing 20*m in !epthG*onsoli!ating ea*h !eposite! la'er b'ramming an! watering in*lu!ing *ost of waterin*lu!ing loa!ing unloa!ing whereverreJuire! with *ost of !ewatering whereverreJuire! an! all appli*able taes .
-
8/18/2019 Design of sarda fall.xls
25/77
-
8/18/2019 Design of sarda fall.xls
26/77
DE6E4@A64@ 7 ,@F3?A6E DE6/"efer )9 4716(
0.231 0.23$ 0.240 0.244 0.24 0.2$4 0.2$ 0.264 0.260.6 0.$( 0.$6 0.$4 0.$2 0.$ 0.$(( 0.$(6 0.$(4
= ?>:,9 @; C@;;
,s / ,
S>)9 >)9
0.000 0.0000.460 0.0$00.6(0 0.1000.(00 0.1$00.(60 0.2000.0$ 0.2$00.30 0.3000.$0 0.3$00.6$ 0.4000.7$ 0.4$00.(0 0.$000.($ 0.$$0
H:
&C
=
&1&
C =
H:
&C
H:&
C
&1&
C
&1
&2
f1
f2
>:,9 @; h - / -
h - / -
0 10 20 30 40 $0
0
0.1
0.2
0.3
0.4
0.$
0.6
0.7
SeGuent -epth -eter"inati
/D,
D 1 / D ,
0.(
1
f/ = 11(.($$$3611226 - 334.$61($2200($ 376.07(1$264 - 216.$22"W = 0.64023$
.A64 7 D4S,1A.?E ,E774,4E@6S D3E 6 6A4/!A6E
. A 6 4 7 0 D 4 7 4 E D , E 7 7 4 , 4 E @ 6 6 7
. E E D 4 S , 1 A . ? E , E 7 7 4 , 4 E @ 6
, s / ,
-
8/18/2019 Design of sarda fall.xls
27/77
0.0 0.6000.( 0.6$00. 0.7001.000 0.7$01.000 0.(00
0.000,s / , 0.004
,s 0.007
BH@9:> C,"
φΕ 0 0 0 0
0.1 14 1 2
0.2 1 27 400.3 21 31 470.4 23 34 $30.$ 2$ 37 $7.$0.6 26.$ 40 620.7 27 42 6$0.( 2(.$ 43.$ 6(.$0. 2.$ 44 711 30 44.$ 74
&epresse! floor w.s. w.s.
H b ! b
9heet pile at e
/&epresse! floor
h - / e
alue of
1α =!b φ&I φ&
φ = 1/∏*os1/λ2λ
φ& = 1/∏*os1/λ1λφ*I = 100−φφ&N = 100−φ&φ&I = 100−φ&Nφ&I = φ&23/φφ&-3α2 /&epresse! floor
0 0.1 0.2 0.3 0.4 0.$ 0.6 0.7 0.( 0.
0
0.2
0.4
0.6
&M" @; 9,%
-
8/18/2019 Design of sarda fall.xls
28/77
0.274 0.27 0.2(4 0.20 0.2$ 0.301 0.306 0.312 0.31(
0.$(2 0.$( 0.$7( 0.$76 0.$74 0.$72 0.$7 0.$6( 0.$66
60
n
31633 6(.3$6$23262 - 11.(2717600 - 0.003(4(1177
. E77E,6
-
8/18/2019 Design of sarda fall.xls
29/77
w.s.
b !
n!
φ
φ&
φ&I
( 0. 1
-
8/18/2019 Design of sarda fall.xls
30/77
0.330 0.336 0.342 0.34( 0.3$$ 0.361 0.36( 0.37$ 0.3(2 0.3(0.$62 0.$6 0.$$( 0.$$6 0.$$4 0.$$2 0.$$ 0.$4( 0.$46 0.$44
-
8/18/2019 Design of sarda fall.xls
31/77
-
8/18/2019 Design of sarda fall.xls
32/77
0.36 0.403 0.410 0.417 0.42$ 0.433 0.441 0.44( 0.4$6 0.46$0.$42 0.$4 0.$3( 0.$36 0.$34 0.$32 0.$3 0.$2( 0.$26 0.$24
-
8/18/2019 Design of sarda fall.xls
33/77
-
8/18/2019 Design of sarda fall.xls
34/77
0.473 0.4(1 0.40 0.4 0.$0( 0.$17 0.$26 0.$3$ 0.$4$ 0.$$40.$22 0.$2 0.$1( 0.$16 0.$14 0.$12 0.$1 0.$0( 0.$06 0.$04
-
8/18/2019 Design of sarda fall.xls
35/77
-
8/18/2019 Design of sarda fall.xls
36/77
0.$64 0.$74 0.$(4 0.$4 0.60$ 0.616 0.626 0.637 0.64( 0.6600.$02 0.$ 0.4( 0.46 0.44 0.42 0.4 0.4(( 0.4(6 0.4(4
-
8/18/2019 Design of sarda fall.xls
37/77
-
8/18/2019 Design of sarda fall.xls
38/77
0.671 0.6(3 0.6$ 0.707 0.71 0.732 0.74$ 0.7$( 0.771 0.7(40.4(2 0.4( 0.47( 0.476 0.474 0.472 0.47 0.46( 0.466 0.464
-
8/18/2019 Design of sarda fall.xls
39/77
-
8/18/2019 Design of sarda fall.xls
40/77
0.7( 0.(12 0.(26 0.(40 0.($$ 0.(70 0.(($ 0.00 0.16 0.320.462 0.46 0.4$( 0.4$6 0.4$4 0.4$2 0.4$ 0.44( 0.446 0.444
-
8/18/2019 Design of sarda fall.xls
41/77
-
8/18/2019 Design of sarda fall.xls
42/77
0.4( 0.64 0.(1 0.( 1.01$ 1.033 1.0$1 1.06 1.0(7 1.1060.442 0.44 0.43( 0.436 0.434 0.432 0.43 0.42( 0.426 0.424
-
8/18/2019 Design of sarda fall.xls
43/77
-
8/18/2019 Design of sarda fall.xls
44/77
1.12$ 1.14$ 1.16$ 1.1($ 1.206 1.227 1.24( 1.270 1.22 1.3140.422 0.42 0.41( 0.416 0.414 0.412 0.41 0.40( 0.406 0.404
-
8/18/2019 Design of sarda fall.xls
45/77
-
8/18/2019 Design of sarda fall.xls
46/77
1.337 1.360 1.3(4 1.40( 1.433 1.4$( 1.4(4 1.$10 1.$36 1.$630.402 0.4 0.3( 0.36 0.34 0.32 0.3 0.3(( 0.3(6 0.3(4
-
8/18/2019 Design of sarda fall.xls
47/77
-
8/18/2019 Design of sarda fall.xls
48/77
1.$1 1.61( 1.647 1.676 1.706 1.736 1.767 1.7( 1.(30 1.(620.3(2 0.3( 0.37( 0.376 0.374 0.372 0.37 0.36( 0.366 0.364
-
8/18/2019 Design of sarda fall.xls
49/77
-
8/18/2019 Design of sarda fall.xls
50/77
1.($ 1.2 1.64 1. 2.03$ 2.071 2.10( 2.146 2.1($ 2.22$0.362 0.36 0.3$( 0.3$6 0.3$4 0.3$2 0.3$ 0.34( 0.346 0.344
-
8/18/2019 Design of sarda fall.xls
51/77
-
8/18/2019 Design of sarda fall.xls
52/77
2.26$ 2.306 2.34( 2.31 2.43$ 2.47 2.$2$ 2.$71 2.61 2.6670.342 0.34 0.33( 0.336 0.334 0.332 0.33 0.32( 0.326 0.324
-
8/18/2019 Design of sarda fall.xls
53/77
-
8/18/2019 Design of sarda fall.xls
54/77
2.716 2.767 2.(1( 2.(71 2.2$ 2.(0 3.036 3.03 3.1$1 3.2110.322 0.32 0.31( 0.316 0.314 0.312 0.31 0.30( 0.306 0.304
-
8/18/2019 Design of sarda fall.xls
55/77
-
8/18/2019 Design of sarda fall.xls
56/77
3.272 3.33$ 3.3 3.464 3.$31 3.$ 3.66 3.741 3.(14 3.((0.302 0.3 0.2( 0.26 0.24 0.22 0.2 0.2(( 0.2(6 0.2(4
-
8/18/2019 Design of sarda fall.xls
57/77
-
8/18/2019 Design of sarda fall.xls
58/77
3.6$ 4.044 4.124 4.206 4.20 4.376 4.464 4.$$4 4.647 4.7420.2(2 0.2( 0.27( 0.276 0.274 0.272 0.27 0.26( 0.266 0.264
-
8/18/2019 Design of sarda fall.xls
59/77
-
8/18/2019 Design of sarda fall.xls
60/77
4.(3 4.3 $.041 $.14$ $.2$3 $.363 $.476 $.$1 $.710 $.(320.262 0.26 0.2$( 0.2$6 0.2$4 0.2$2 0.2$ 0.24( 0.246 0.244
-
8/18/2019 Design of sarda fall.xls
61/77
-
8/18/2019 Design of sarda fall.xls
62/77
$.$( 6.0(6 6.21( 6.3$4 6.43 6.636 6.7(4 6.3$ 7.00 7.2$00.242 0.24 0.23( 0.236 0.234 0.232 0.23 0.22( 0.226 0.224
-
8/18/2019 Design of sarda fall.xls
63/77
-
8/18/2019 Design of sarda fall.xls
64/77
7.41$ 7.$(4 7.7$ 7.3( (.123 (.313 (.$0 (.711 (.1 .1330.222 0.22 0.21( 0.216 0.214 0.212 0.21 0.20( 0.206 0.204
-
8/18/2019 Design of sarda fall.xls
65/77
-
8/18/2019 Design of sarda fall.xls
66/77
.3$$ .$(3 .(1( 10.061 10.312 10.$72 10.(3 11.116 11.402 11.6(0.202 0.2 0.1( 0.16 0.14 0.12 0.1 0.1(( 0.1(6 0.1(4
-
8/18/2019 Design of sarda fall.xls
67/77
-
8/18/2019 Design of sarda fall.xls
68/77
12.004 12.320 12.64( 12.(7 13.33 13.703 14.0(0 14.472 14.(7( 1$.3000.1(2 0.1( 0.17( 0.176 0.174 0.172 0.17 0.16( 0.166 0.164
-
8/18/2019 Design of sarda fall.xls
69/77
-
8/18/2019 Design of sarda fall.xls
70/77
1$.73( 16.13 16.666 17.1$( 17.66 1(.201 1(.7$6 1.334 1.36 20.$640.162 0.16 0.1$( 0.1$6 0.1$4 0.1$2 0.1$ 0.14( 0.146 0.144
-
8/18/2019 Design of sarda fall.xls
71/77
-
8/18/2019 Design of sarda fall.xls
72/77
21.21 21.04 22.61 23.366 24.14( 24.67 2$.(24 26.723 27.666 2(.6$60.142 0.14 0.13( 0.136 0.134 0.132 0.13 0.12( 0.126 0.124
-
8/18/2019 Design of sarda fall.xls
73/77
-
8/18/2019 Design of sarda fall.xls
74/77
2.6$ 30.7(( 31.3 33.1$0 34.426 3$.773 37.1$ 3(.6( 40.2(( 41.720.122 0.12 0.11( 0.116 0.114 0.112 0.11 0.10( 0.106 0.104
-
8/18/2019 Design of sarda fall.xls
75/77
-
8/18/2019 Design of sarda fall.xls
76/77
43.7$7 4$.6$2 47.666 4.(0( $2.01 $4.$260.102 0.1 0.0( 0.06 0.04 0.02
-
8/18/2019 Design of sarda fall.xls
77/77