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8/17/2019 Sambungan Baut Ku
1/9
Perhitungan Batang Tarik
Mutu Baja = BJ 37
fy = 240 Mpa Ø = 0.9 (koni!i "e"eh#
fu = 370 Mpa Ø = 0.7$ (koni!i fraktur#
%a&'ungan 'atang ke pe"at 'uhu" Baut
)ata Pro*" Baja 2+.3$.3$.4
, = 2-7 = 24.7 && Jarak 2+ /0 &&
B = = 3$ && 1 = 1y = 29-00
t = 4 && i = iy = r = /0.$ &&
e = /0 && ('aut# = &&
BatangNu Max LK Data Profl Ke
(KN) (mm) H (mm) B (mm) t (mm) e (mm) ω (mm) rx (mm)
/ -3.202$ /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
2 -3.202$ /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
3 $4.300 /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
4 44.99$$2 /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
$ 44./47/ /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
- $2.$$$77 /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
7 -0.473 /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
-0.473 /437.$ 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /3-.
/7 2.220- 29.9 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ 79.0
/9 7./$399 /-$9.9 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /$.
2/ /2.9/4$ 249.9 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ 237.
23 32.7/973 33/9 2+ $0 $0 40 $ /4 3$.4 /$./ 2/9.
2$ //.74447 249.9 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ 237.
27 -.029 /-$9.9 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ /$.
29 2.220- 29.9 2+ 3$ 3$ 2-7 4 /0 24.7 /0.$ 79.0
&&2
&&4
" (mm2) '(L
8/17/2019 Sambungan Baut Ku
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Perhitungan Batang Tekan
Mutu Baja = BJ 37
fy = 240 Mpa Ø = 0.9 (koni!i "e"eh#
fu = 370 Mpa Ø = 0.7$ (koni!i fraktur#
%a&'ungan 'atang ke pe"at 'uhu" Baut
)ata Pro*" Baja 2+.$0.$0.$
, = 40 = 3$.4&& Jarak 2+ /0 &&
B = = $0 && 1 = 1y = $--$-0
t = $ && i = iy = r = 24.293&&
e = /0 && ('aut# = &&
BatangNu Max LK Data Profl
+%(N) (mm) H (mm) B (mm) t (mm) e (mm) ω (mm) rx (mm)
9 7/$22.-7 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/0 -/$97./ /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
// $/4-3.34 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/2 4//42.9/ /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/3 4/3/.3 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/4 $/0$3.$ /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/$ -07/9.09 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/- 70293.3 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
/ /03/2.4 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
20 /440-.0 2/9$. 2+ $0 $0 40 $ /0 3$.4 24.293 0.9
22 /$90.47 27$ 2+ $0 $0 40 $ /0 3$.4 24.293 /.3
24 /-9-9./3 27$ 2+ $0 $0 40 $ /4 3$.4 24.293 /.3
2- /2$./3 2/9$. 2+ $0 $0 40 $ /0 3$.4 24.293 0.9
2 9-/0.7 /--0 2+ $0 $0 40 $ /0 3$.4 24.293 0.7
9 7/.$22-7
/0 -/.$97/
// $/.4-334
/2 4/./429/
/3 4/.3/3
/4 $/.0$3$
/$ -0.7/909
/- 70.2933
/ /0.3/24
20 /4.40-0
22 /.$9047
24 /-.9-9/3
2- /2.$/32 9.-/07
&&2
&&4
" (mm2)
8/17/2019 Sambungan Baut Ku
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$*B-L P-&H$/N0*N B*/$
Batang Pu (5# 'aut (& t (& 5ekuatan Baut
Terhaap 8e!er (n# (k# Terhaap Tu&pu (n# (k#
/ 33/07.- $ 3/./02 2-.-402 33/07.- $ 3/./02 2-.-40
3 24/3.3 $ 3/./02 2-.-40
4 23-43.9 $ 3/./02 2-.-40
$ 37439. $ 3/./02 2-.-40
- 322$4 $ 3/./02 2-.-40
7 2-9/.4 $ 3/./02 2-.-40
2/-42.9 $ 3/./02 2-.-40
9 /47.$ $ 3/./02 2-.-40
/0 $3.7 $ 3/./02 2-.-40
// 404/.2 $ 3/./02 2-.-40
/2 722/.7 $ 3/./02 2-.-40
/3 -$. 4 3/./02 2/.3/2
/4 9$$7.$ $ 3/./02 2-.-40
/$ /77$.$ 4 3/./02 2/.3/2
8/17/2019 Sambungan Baut Ku
4/9
n Ju&"ahn pakai
Terke:i" Baut
2-.-40 /.-$7 22-.-40 /.-$7 2
2-.-40 /.422 2
2-.-40 /./3 2
2-.-40 /.74 2
2-.-40 /.-/4 2
2-.-40 /.3$0 2
2-.-40 /.03 2
2-.-40 0.074 2
2-.-40 0.270 2
2-.-40 0.202 2
2-.-40 0.3-/ 2
2-.-40 0.429 2
2-.-40 0.47 2
2-.-40 /./// 2
8/17/2019 Sambungan Baut Ku
5/9
Mutu Baja BJ 4/
fy 2$0
fu 4/0
Mutu Pe"at 5ope"
Baut ;32$
fu' 2$ &p;
)ata
8/17/2019 Sambungan Baut Ku
6/9
%/7 2.220- $ /24.407 70.4
%/ /7.47 $ /24.407 70.4
%/9 7./$399 $ /24.407 70.4
%20 24.-2$ $ /24.407 70.4
%2/ /2.9/4$ $ /24.407 70.4
%22 33.247 $ /24.407 70.4
%23 32.7/973 $ /24.407 70.4
%24 ?>,6 $ /24.407 70.4
%2$ //.74447 $ /24.407 70.4
%2- 22.//$ $ /24.407 70.4%27 -.029 $ /24.407 70.4
%2 /$.324 $ /24.407 70.4
%29 2.220- $ /24.407 70.4
8/17/2019 Sambungan Baut Ku
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n Ju&"ahn pakai n 5ontro"
Terke:i" Baut
70.4 -23.073 3 373.3-- 56
70.4 -23.073 3 373.3-- 56
70.4 $34.72 2 24.923 56
70.4 444.970 2 24.923 56
70.4 >rr$09 2 24.923 56
70.4 >rr$09 2 24.923 5670.4 >rr$09 2 24.923 56
70.4 >rr$09 2 24.923 56
70.4 2.33 3 373.3-- 56
70.4 2.0/$ 3 373.3-- 56
70.4 /.-0 2 24.923 56
70.4 /.334 2 24.923 56
70.4 ?@;+A>6 2 24.923 56
70.4 /.-74 2 24.923 56
70.4 /.92 2 24.923 56
70.4 2.27 3 373.3-- 56
8/17/2019 Sambungan Baut Ku
8/9
70.4 0.042 2 24.923 56
70.4 0.33- 2 24.923 56
70.4 0./3$ 2 24.923 56
70.4 0.4-3 2 24.923 56
70.4 0.243 2 24.923 56
70.4 0.-2- 2 24.923 56
70.4 0.-/- 2 24.923 56
70.4 ?>,6 2 24.923 56
70.4 0.22/ 2 24.923 56
70.4 0.4/- 2 24.923 5670.4 0./2 2 24.923 56
70.4 0.2 2 24.923 56
70.4 0.042 2 24.923 56
8/17/2019 Sambungan Baut Ku
9/9
Perhitungan Batang Tekan
Mutu Baja = BJ 4/
fy = 2$0 Mpa Ø = 0.9 (koni!i "e"eh#
fy = 4/0 Mpa Ø = 0.7$ (koni!i fraktur#
%a&'ungan 'atang ke pe"at 'uhu" Baut
)ata Pro*" Baja 2+.-0.-0.$
, = -9/ = 30 &&
B = = -0 && 1 = 1y = 22000
t = - && i = iy = r = /.2 &&
e = /-.9 && ('aut# = /- &&
BatangNu Max LK Data Profl Kelan
(KN) (mm) H (mm) B (mm) t (mm) e (mm) ω (mm) rx (mm)
9 /24.2/$ 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/0 /07.0-/ 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
// 9.247 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/2 70.9 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/3 ?>,6 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/4 .9$2 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/$ /0$.32- 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/- /2/.039 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
/ /7.47 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
20 24.-2$ 2-4 2+ -0 -0 -9/ - /-.9 30 /.2 /$7.3-3
22 33.247 3749 2+ -0 -0 -9/ - /-.9 30 /.2 20$.99
2- 22.//$ 2-4 2+ -0 -0 -9/ - /-.9 30 /.2 /$7.3-3
2 /$.324 2/-$ 2+ -0 -0 -9/ - /-.9 30 /.2 //.9$-
&&2
&&4
" (mm2) '(Lrx)