PT. ADHI KARYA (P"r"ro& T+'. 7i:ii ontr+ki L; arik re!at Sent+l PERHITUNGAN TARIKAN STRAND SPESIFIKASI STRAND : Ø Strand -> 0.6"
= = = = = = = =
Breaking Load $a!king %or!e
$+mla, Strand arikan otal
15.24 mm 263.16 kN (data mill tet terke!il 26.#3 ton 1&5.30 kN 1&.&2 ton '4 da dari ))k *+t+ '4 trand 14'3.'1 ton .
ALAT YANG TERSEDIA / ALAT TARIK : A. MONO MONO JAC JACK K STRE STRESS SSIN ING G
a*aita /orking *re+re
= = = = =
2&000 =
= =
2& ton 2&000 kg '00 ar '13.#0 kg !m % '13.#0 40.63 !m -> t ta+ di kt+al -> 4033 40.33 !m -> a ail alirai
B. JACK JACK RELEAS RELEASE E (arah (arah Bogor Bogor// !! !! "#a$a "#a$a%& %& a*aita = 5#0
Stroke $+mla, a*aita total 7iameter (7 L+a enam*ang
= = = = =
300 4 2320 325 #2&.16
ton mm +nit ton mm !m
C. JACK JACK RELEAS RELEASE E (arah (arah Ja'ar Ja'ar$a/ $a/ !! $ara& $ara&
a*aita Stroke $+mla, a*aita total 7iameter (7 L+a enam*ang
= = = = = =
5#0 500 4 2320 325 #2&.16
PROSES STRESSING : roe enarikan enarikan diagi 4 ta,a* 8 P"%ar!'a% ) : 9engg+nakan Mo%o Ja*' S$r"!%g $a!king %or!e =
10
ton mm +nit ton mm !m
= %
1.&&
=
% % 40.33 4&.3# kg!m 50.35 ar
1&&1.51 =
= =
P"%ar!'a% , : 9engg+nakan Mo%o Ja*' S$r"!%g $a!king %or!e = =
=
11&4&.03 = %
= =
ton
60 11.&5
=
0.'2 mm
=
4.34 mm
=
5.'# mm
=
'.23 mm
ton
% % 40.33 2&6.2# kg!m 302.12 ar
P"%ar!'a% - : 9engg+nakan Ja*' R"#"a" (!! Bogor&
$a!king %or!e otal '4 trand
= = = =
11'#&'1 = %
= =
#0 15.&3 ton 11'#.&' ton % % 3316.63 355.4' kg!m 362.4# ar
P"%ar!'a% : 9engg+nakan Ja*' R"#"a" (!! Ja'ar$a&
$a!king %or!e otal '4 trand
= = = =
14'3'14 = %
= =
100 1&.&2 ton 14'3.'1 ton % % 3316.63 444.34 kg!m 453.10 ar
PT. ADHI KARYA (P"r"ro& T+'. 7i:ii ontr+ki L; arik re!at Sent+l
PERHITUNGAN ELONGASI Da$a o +"a0 <. Lengt, o !a)ng ?ard
irder lengt, Steel dead end Lengt, o treing Ca!k Lengt, o an!,orage a!!eorie trei <. Lengt, o *!-trand (d+ring treing <. Lengt, o *!-trand (d+ring releae
L!? = Lg = Lde = LC = La = L t = L rl =
&5.#6 #&.'0 3.635 0.'5 0.#5 106.62 15.1#
@meterA @meterA @meterA @meterA @meterA @meterA @meterA
3.6'2 @meterA 0.&& @meterA
La-1 LC-1 Lde-1 ga*-1
ga*-2
ga*-3
irder - 1
Lg1 =
irder - 2
2&.&0 meter
Lg1 =
irder - 3
2&.&0 meter
Co%*r"$" Co01r"!2" $r"%g$h at er:i!e
!D = !"i =
50.0 @Nmm2A 35.0 @Nmm2A
at ini)al '0 !D A##o3a+#" $r" lloEale tre at ini)al ................ (SNI T-12-2004) Fom*rei:e 06 G !"i = 21.0 enile 025 G SHrt (!"i = 1.5 lloEale tre at er:i!e ................ (SNI T-12-2004) Fom*rei:e 045 G !Di = 22.5 enile 05 G SHrt (!Di = 3.5 Mo4#! o "#a5*!$6 Fon!rete +nit Eeig,t E! = 2500.0
@Nmm2A @Nmm2A @Nmm2A @Nmm2A @Nmm2A
3#00'.0 @Nmm2A
Co%*r"$" 7"8ra# $"%!o% $r"%g$h (r&
%r = 05 G SHrt (!D =
4.& @Nmm2A
Pr"$r"!%g 1*9$ra%4 (Uncoated stress relieve seven wire strand - ASTM A416 Grade 270)
7iameter trand
7ia. =
15.2 @mmA
<e!):e e!)on area
t =
13#.' @mm2A
9od+l+ o ela)!it? Jl)mate tenile trentg,
< = ? =
1.&3
< = ? =
2.15
S$""# r"!%or*"0"%$ 9od+l+ o ela)!it?
Jl)mate tenile trentg,
g
Lg1 = 2&.&0 meter
Po$ $"%!o%!%g or*" Jl)mate tenile trengt, Streing or!e
JS =
'5.00 @ A 1&34#6.5 @ N A
Lde-2 a*-4
LC-2 La-2
PT. ADHI KARYA (P"r"ro& T+'. 7i:ii ontr+ki L; arik re!at Sent+l
L"%g$h o 1*9$ra%4 No.
1
F-Strand No. 1 2 3 4 5 6 ' # & 10
Kt?
Lde-1
irder-1 irder-1 irder-3
a*-1
Lengt, o *!-tra a*-2 a*-3
4#
3635
2&&00
2&&00
2&&00
1000
1000
1000
1& 20 21 22 23 23 24 25 2' 2# 20 30 31 32 33 34 35 36 3' 3# 45 46 4' 4# 4& 50 51 52 53 54 55 56 5' 5# 5& 60 61 62
2
11 12 1' 1# 3& 44
6
3635
2&&00
2&&00
2&&00
1000
1000
1000
3
13 16 40 43
4
3635
2&&00
2&&00
2&&00
1000
1000
1000
4
14 15 41 42
4
3635
2&&00
2&&00
2&&00
1000
1000
1000
otal
!on!rete @!m2A
Co%*r"$" hor$"%!%g$h No.
1
F-Strand No. 1 2 3 4 5 6 ' # & 10
Kt?
Lengt,
Bonded Lengt, eonded Bonded
L !on!rete < !on!rete @!mA @Nmm2A
4#
2&&00
0
2&&00
#&'00
1#204'&
#&'00
3#00'.0
1& 20 21 22 23 23 24 25 2' 2# 20 30 31 32 33 34 35 36 3' 3# 45 46 4' 4# 4& 50 51 52 53 54 55 56 5' 5# 5& 60 61 62
2
11 12 1' 1# 3& 44
6
2&&00
3000
23&00
'1'00
1#204'&
'1'00
3#00'.0
3
13 16 40 43
4
2&&00
5000
1&&00
5&'00
1#204'&
5&'00
3#00'.0
4
14 15 41 42
4
2&&00
'000
15&00
4''00
1#204'&
4''00
3#00'.0
L"%g$h o 4"9$"%!o%!%g No.
1
F-Strand No. 1 2 3 4 5 6 ' # & 10
Kt?
*!-trand L *!-trand < *!-trand @!m2A @!mA @Nmm2A
%or!e
D lengt,
@mmA
4#
13#.'
104&10
1&3000
1&34#'
'5#.2#'
12.040
'46.24'
6
13#.'
104&10
1&3000
1&34#'
'5#.2#'
1.203
'5'.0#4
1& 20 21 22 23 23 24 25 2' 2# 20 30 31 32 33 34 35 36 3' 3# 45 46 4' 4# 4& 50 51 52 53 54 55 56 5' 5# 5& 60 61 62
2
11 12 1' 1# 3& 44
3
13 16 40 43
4
13#.'
104&10
1&3000
1&34#'
'5#.2#'
0.66#
'5'.620
4
14 15 41 42
4
13#.'
104&10
1&3000
1&34#'
'5#.2#'
0.534
'5'.'54
RESUME No.
1
F-Strand No.
Kt?
Streing ;eleae @mmA @mmA
4#
'5#.2&
'46.25
2 11 12 1' 1# 3& 44
6
'5#.2&
'5'.0#
3 13 16 40 43
4
'5#.2&
'5'.62
4 14 15 41 42
4
'5#.2&
'5'.'5
1 2 3 4 5 6 ' # & 10 1& 20 21 22 23 23 24 25 2' 2# 20 30 31 32 33 34 35 36 3' 3# 45 46 4' 4# 4& 50 51 52 53 54 55 56 5' 5# 5& 60 61 62
d @mmA a*-4
Lde-2
LC-1
LC-2
La-1
La-2
otal
3160
36'2
'52
&&1
#54
#54
104&10
3160
36'2
'52
&&1
#54
#54
104&10
3160
36'2
'52
&&1
#54
#54
104&10
3160
36'2
'52
&&1
#54
#54
104&10
%or!e S,ortening @NA @mmA &2#'352
12.040
1160&1&
1.203
''3&46
0.66#
''3&46
0.534
7ieren!e @mmA 0.000
10.#3'
11.3'2 11.50'
PT. ADHI KARYA (P"r"ro& T+'. 7i:ii ontr+ki L; arik re!at Sent+l PERHITUNGAN TARIKAN STRAND SPESIFIKASI STRAND : Ø Strand -> 0.6"
= = = = = = = =
Breaking Load $a!king %or!e
$+mla, Strand arikan otal
15.24 mm 263.16 kN (data mill tet terke!il 26.#3 ton 1&5.30 kN 1&.&2 ton '4 dari ))k *+t+ 62 trand 1234.'3 ton
ALAT YANG TERSEDIA / ALAT TARIK : A. MONO JACK STRESSING
a*aita /orking *re+re
= = = = =
2&000 =
= =
2& ton 2&000 kg '00 ar '13.#0 kg!m % '13.#0 40.63 !m -> ta+ di kt+al -> 4033 40.33 !m -> ail alirai
B. JACK RELEASE (arah Bogor/ !! "#a$a%& a*aita = 5#0
Stroke $+mla, a*aita total 7iameter (7 L+a enam*ang
= = = = =
300 4 2320 325 #2&.16
ton mm +nit ton mm !m
C. JACK RELEASE (arah Ja'ar$a/ !! $ara&
a*aita Stroke $+mla, a*aita total 7iameter (7 L+a enam*ang
= = = = = =
5#0 500 4 2320 325 #2&.16
PROSES STRESSING : roe enarikan diagi 4 ta,a* 8 P"%ar!'a% ) : 9engg+nakan Mo%o Ja*' S$r"!%g $a!king %or!e =
20
ton mm +nit ton mm !m
=
3.&#
=
% % 40.33 &#.'6 kg!m 100.'1 ar
3.01 = %
= =
P"%ar!'a% , : 9engg+nakan Mo%o Ja*' S$r"!%g $a!king %or!e = =
=
11&4&.03 = %
= =
ton
60 11.&5
otal 62 trand
= = = =
'40#40 = %
= =
=
151.66 mm
=
454.&' mm
ton
% % 40.33 2&6.2# kg!m 302.12 ar
P"%ar!'a% - : 9engg+nakan Ja*' R"#"a" (!! Bogor&
$a!king %or!e
60 11.&5 ton '40.#4 ton % % 3316.63 223.3' kg!m 22'.'# ar
(T!4a' D!$ar!'&
=
454.&' mm
=
530.#0 mm
P"%ar!'a% : 9engg+nakan Ja*' R"#"a" (!! Ja'ar$a&
$a!king %or!e otal 62 trand
= = = =
#64313 = %
= =
'0 13.&4 ton #64.31 ton % % 3316.63 260.60 kg!m 265.'4 ar
P"%ar!'a% : 9engg+nakan Ja*' R"#"a" (!! Ja'ar$a&
$a!king %or!e otal 62 trand
= = = =
&#''#' = %
= =
#0 15.&3 ton &#'.'& ton % % 3316.63 2&'.#3 kg!m 303.'0 ar
=
606.63 mm
=
6#2.46 mm
=
'5#.2& mm
P"%ar!'a% ; :
9engg+nakan Ja*' R"#"a" (!! Ja'ar$a& $a!king %or!e = &0 = 1'.&2 ton otal 62 trand = 1111.26 ton = % 1111260 = % 3316.63 % = 335.06 kg!m = 341.66 ar
P"%ar!'a% < : 9engg+nakan Ja*' R"#"a" (!! Ja'ar$a& $a!king %or!e = 100 = 1&.&2
otal 62 trand
= =
1234'33 = %
= =
ton ton
1234.'3 % % 3316.63 3'2.2& kg!m 3'&.63 ar
Mo%o=a*' arikan 1
Mo%o=a*' arikan 2
Ja*' S!! Bogor arikan 3
Ja*' S!! =a'ar$a arikan 4
ar
ar
ar
ar
20
100.'1
20
302.12
25
22'.'#
35
265.'4
To$a# arikan otal
100
F
'13
F
'13
2'&
1
B1
1126
24# 141
F1
413
7
341 200 1
2
3
4
5
6
'
#
&
10
11
12
13
14
15
16
1'
1#
3&0
&1
No.
e!)on
65
55
65
55
330
55
110
100
100
100
260
1#0
100
100
100
100
100
24# 141
F1
413
7
341 200 1
2
3
4
5
6
'
#
&
10
11
12
13
14
15
16
1'
1#
3&0
&1
No.
65
55
65
55
330
55
110
100
100
100
260
1#0
e!)on
L
4&6
2
3&3 4&6
3
&3 4#6 24#
B2
&1&
100
100
100
100
100
L
4&6
2
3&3 4&6
3
&3 4#6 24#
B2
&1&
24# 1
F2
141
413 341
200 1&
20
21
22
23
24
25
26
2'
2#
2&
30
31
32
100
1#0
100
100
100
100
100
365
325
55
55
55
65
13'
33
34
35
36
24# 1
F2
141
413 341
200 1&
20
21
22
23
24
25
26
2'
2#
2&
30
31
32
100
1#0
100
100
100
100
100
365
325
55
55
55
65
13'
33
34
Se!)on 1 2 3 B1 B2 F1 F2 71
'13 4&6 4&6 24# 24# 24# 24# 3&03
2'& 3&3 4#6 1126 &1& 413 413 200
&3
141 141
1&#&2' 1&4&2# 45663 2'&24# 22'&12 46601 46601 '#0600 1#204'&
1&#& 1&4& 45' 2'&2 22'& 466 466 '#06 mm2
1#205
!m2
35
36
Se!)on 1 2 3 B1 B2 F1 F2 71
'13 4&6 4&6 24# 24# 24# 24# 3&03
2'& 3&3 4#6 1126 &1& 413 413 200
&3
141 141
1&#&2' 1&4&2# 45663 2'&24# 22'&12 46601 46601 '#0600 1#204'&
1&#& 1&4& 45' 2'&2 22'& 466 466 '#06 mm2
TITIK BERAT
rea 1 2 3 4 5 6 ' #
L+a 1,& 2#04'2 3&##5 &14&03 3&206 24'426 503&6 1454'0
354 406 611 2435 4264 43#0 4346 4346
M 1603 &03 2&& 112 2&' #11 1403 1603
; ; M 236#.43' 62'.26#02
1#205
!m2
TITIK BERAT
rea 1 2 3 4 5 6 ' #
L+a 1,& 2#04'2 3&##5 &14&03 3&206 24'426 503&6 1454'0
354 406 611 2435 4264 43#0 4346 4346
M 1603 &03 2&& 112 2&' #11 1403 1603
; ; M 236#.43' 62'.26#02
