Download - Lifting Analysis Sleeper Foundations
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K075 - NAUGP A Project
LIFTING CHECKS FOR PR
Civil D! No"
Slee#er ID$
Elev%tio&$ Top of Pedestal 100.680 m
Ground level: 100.000 m
Top of footing: ''"700 m
Bottom of footing: 99.400 m
Ground Water Level: ('"000 m
Di)e&*io&$
1000 mm
!00 mm
+75 mm
+75 mm
,00 mm,00 mm
. /
/
Lc,
/
Lc1
/
Lc+
/
Lc2
/
SECTION
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500 mm
500 mm
,150 mm
,150 mm
0 mm
0 mm
!0 mm
"00 mm
H / '(0 mm
+00 mm
3(0 mm
"00 mm
#on$rete %nit Weig&t 15
#on$rete 'olume: ,"+,
#on$rete Weig&t: c +1"(2 ()
.,
/
.1
/
,
/
1
/
e. /e
/
P. /
P /
H, /
H1 /
D4 /
()*m"
m"
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CAST PIPE SLEEPER FOUNDATIONS
+nput #ells
,-ooting idt&/
,-ooting lengt&/
PLAN
6
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,Left -tg edge to Ped $enter/
,ig&t -tg edge to Ped $enter/
,e$$entri$it along 2/
,e$$entri$it along /
,Pedestal idt&/
,Pedestal lengt&/
,Pedestal &eig&t/
,-ooting t&i$(ness/
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ev. 0
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#on$rete 3trengt& 4c;
#onsider 3trengt& of #on$rete at 5as is: 30"00<
3teel einfor$ement ield 3trengt& 4
#on$rete Weig&t t
+mpa$t fa$tor I
5ead Load it& +mpa$t
)um7er of sleeves for lifting &
a2imum 3ling ngle ,it& 'erti$al Plane/ θ
Ce&ter o4 Gr%vit o4 Fo=&%tio&
6
>
3leeve distan$e from dge of Pedestal S
3leeve distan$e from T;G;> 9*o5istan$e 7eteen #;G and sleeve lo$ation 9o?*et
Te&*io& #er re8%r
rea of steel re=uired to resist applied tension
)um7er of e7ars to resist applied tension K
e7ar 3i?e
Bar rea
Tension #apa$it of verti$al re7ar at one 3leeve t
Develo#)e&t Le&!t9
e=uired development lengt& of pedestal main re7ars
vaila7le development lengt& of pedestal main
7ars 7elo t&e lifting sleeve lo$ation L9
i / . I
i@&
Tension in #on$rete along sling line at θ Ti/i@1co*θ
-t @ φ- @0.!A-
A* reB
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Thk.
Ldh
Cv=75m mももょ
W1 or W2
Fig.
h
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COG %& Pee*t%l Re8%r C9ec:
1("00 pa
,3"( pa
210"00 pa
+1"(2 ()
,"10
+'"2, ()
,'"70 ()
"0 °
11"75 ()
0"50 m
,"15 m
0"21 m
66.666666666 mm : %se 1*"rd of Pedestal Widt&
25"12 mm
8"0 mm OK it9i& Pee*t%l
,50 mm
250 mm OK %8ove COG15 mm OK clo*e to COG
+,5"00 pa
31"55
4
16 mm
100"'3
15+"1, ) OK
130 mm
530 mm OK
mm
mm
Pipe Sleeve for LiftingFoundation
O
C
C
S
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Footing bar (bottom
Footing
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θ
Wi
Ti
6
Wi /2i /2
Sy
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o)e&t %& S9e%r C9ec: 4or Footi&!
inimum einfor$ement #over ! mm
a2. aggregate si?e : 0 mm
100
190
-ooting 3i?e:
Widt&: ,"00 m
Lengt&: 1"50 m
0"+( m
0"+( m
T&i$(ness: 0"+0 m
oment at se$tion 1
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o)e&t %& S9e%r C9ec: 4or Footi&!
inimum einfor$ement #over ! mm
a2. aggregate si?e : 0 mm
100
190
-ooting 3i?e: Widt&: ,"00 m ,-ooting
Lengt&: 1"50 m ,-ooting
0"+( m
0"+( m
T&i$(ness: 0"+0 m ,-ooting
Pedestal 3i?e:
0"15 m ,Pedest @ 0"'( m ,Pedest
0",0 m
3leeve distan$e from dge of Pedestal 3 0"737 m : %se 1*
5ead Load it& +mpa$t +'"2, ()
oment at Pedestal dge along dire$tion 21 -0"02 ()
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i:iE&!i&eer"co) Co&crete T-e%) C%lc=l%tor Versio
#oprig&t M Wi(iengineer.$om. ll ig&ts ese
Concrete T-Beam Designer Beam Geometries:
total height of the beam + slab h = !"in
width of the beam b = #!in
cover co = $.5 in
distance to rebar ! = !%.5 in
Thickness of the slab 5 in
Concrete Properties:Strength of the Steel &'''' psi
Strength of the Concrete $''' psi
'."5
" = '.
Steel in Member %.7%
Location Properties
Total length of beam L = 7!in E#$ations %se!&
Beam spacing s = #!' in
ffective !lange "idth #"in
ffective !lange #rea '
Chec' (in Stee)&
Min amo$nt of steel% '."Steel to be $sed% %.7%
*in! the !e+th to the centroi!&
#rea of Concrete in Compression ###.5$
&s the compressive depth in the flange' no #
→ Compression in Web
stimate a &.!' in
!lange (epth or (epth into web% ! = #.7 in
!inding #lpha $.#& in
Notes&
ts =
, =
, c. =
Stress Block )atio β1 =
Strength )edu*tion Fa*tor
As = in!
be =
A,)ange
= in!
As-min = in!
As = in!
Ac = in!
aest
=
λ =
s beams A3
)(min =−
'85.0 c
s y
c
f
A f A =
)( λ −= d f A M y sn
1β
a
c =
http://www.wikiengineer.com/Structural/BetaOnehttp://www.wikiengineer.com/Structural/ReductionFactorshttp://www.wikiengineer.com/Structural/ReductionFactorshttp://www.wikiengineer.com/Structural/BetaOne
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i:iE&!i&eer"co) Co&crete T-e%) C%lc=l%tor V
#oprig&t M Wi(iengineer.$om. ll ig&ts
So)e ,or Ca+acit& 1/ Create! $sing&
&'7'$'#.%7# lb+in , -C
, 0ig
03241532 )b-in , Lee
0053'-,t 2/ See E6am+)e in Cerm +
Chec' Tension Contro))e!&
!ind Compression depth% a = &.7 in
c = 7. in The nTension control check% Tension Contro))e!
(n =
ΦM n =
http688
http://www.wikiengineer.com/Structural/ConcreteT-BeamDesignSpreadsheethttp://www.wikiengineer.com/Structural/ConcreteT-BeamDesignSpreadsheet
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i:iE&!i&eer"co) Co&crete T-e%) C%lc=l%tor Version 1.0
#oprig&t M Wi(iengineer.$om. ll ig&ts eserved
y
w
y
wc
f
d b
f
d b 200'≤
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i:iE&!i&eer"co) Co&crete T-e%) C%lc=l%tor Versio
#oprig&t M Wi(iengineer.$om. ll ig&ts es
hapter
gregor/ )einfor*ed Con*rete 5th 3d/ !''
rnal/ )einfor*ed Con*rete esign $rd 3d./ #7
ea!sheet is +roi!e! b 88858i'iengineer5com
ai)ab)e ersion o, this s+rea!sheet can be ,o$n! at&gineer.*omStru*turalCon*reteT+4eamesignSpreadsheet
http://www.wikiengineer.com/Structural/ConcreteT-BeamDesignSpreadsheethttp://www.wikiengineer.com/Structural/ConcreteT-BeamDesignSpreadsheet
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e&i&! o)e&t Di%!r%) Alo&! Le&!t9 o4 Slee#er
,000 mm ,-ooting idt&/
1500 mm ,-ooting lengt&/
T&i$(ness: +00 mm ,-ooting t&i$(ness/
150 mm ,Pedestal idt&/
H / '(0 mm ,Pedestal &eig&t/
,00 mm
S 737 mm : %se 1*"rd of Pedestal Widt
oment at Pedestal dge along dire$tion 21 -0"02
oment at 3leeve Lo$ation 2 -2"31
id 3pan oment 2" -1"+3
W2 @
W @
D4 /
P. /
Lc+
/
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$
&
()A.i* Title
A.i* Title
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1
"
4
!
6
8
9
10
11
1
1"
14
1!
16
1
1819
0
1
"
4
!
6
89
"0
"1
"
""
"4
"!
"6
"
"8"9
40
000 !00 "000
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2 2 )
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o)e&t C%#%cit T%8le 4or To# Re8%r*
- Footi&! T9:" 150 U*e li!9t !re cell o
2oment Capa*it9 Table 6 k:+mm)ebar Si;e #! #& !' !5
#'' 3'"12 '1"'0 '+"(+ ,1+",'
#!5 53"(0 (+"11 '+"20 ,,2"2(
#5' 2(",1 7,"12 '1"35 ,02"12
#75 2,"7+ 31"11 (2",( '2"77
!'' +3"(+ 55"10 75",' '+"7,
4 Footi&! T9:" +00
2oment Capa*it9 Table 6 k:+mm)ebar Si;e #! #& !' !5
#'' '+"13 ,+7"01 ,5'"22 ,',"71
#!5 73"01 ,,+"0, ,51"+1 ,3'"+0
#5' 32",+ '3"03 ,+0"7+ ,30"+1
#75 55"25 (+"2' ,,2"+( ,5'"30
!'' 2("(2 7+"(, ,0,"3, ,5("33
C Footi&! T9:" +50
2oment Capa*it9 Table 6 k:+mm)ebar Si;e #! #& !' !5
#'' ,,7"1( ,72"15 1+2"3' 130"12
#!5 '5"1+ ,21"7' ,'2"5' 122"2'
#5' (0",5 ,10"(( ,35"'3 121"'7
#75 3'",( ,02"77 ,22"5( 1+'"35
!'' 30"(5 '1"2+ ,1("0+ 1,2"3,
Footi&! T9:" 200
2oment Capa*it9 Table 6 k:+mm)ebar Si;e #! #& !' !5
#'' ,2,"+0 1,,"2( 1(7"52 +23"(1
#!5 ,,2"25 ,71"5( 1+3"(7 +22"23
#5' '3",3 ,25"70 10,",' ++2",0
#75 (1"'0 ,13"02 ,72"7( 1'+"(7
!'' 71"(3 ,,,"02 ,52"25 131"03
Spa*ing(mm
Spa*ing(mm
Spa*ing(mm
Spa*ing(mm
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e&t v%l=e*
$!
,00"(5
,1,"(1
,12"+(
,10"3,
,,2"71
$!
1,,"0,
10'"'5
,'7"(1
,(+"53
,3'"(0
$!
+1,",7
1'("0(
17,"13
123"50
122"51
$!
2+,"++
+(3"1,
+27"0,
+23",(
+22"5+