perhitungan momen inersia dan modulus 6611040025

7/25/2019 Perhitungan Momen Inersia Dan Modulus 6611040025

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PERHITUNGAN MOMEN INERSIA DAN MUDULUS PENAMPANG MIDS

Tipe Kapal = container

Lebar Kapal B(moulded) = 19.20 m

Tinggi Kapal H(moulded) = 10.3 m

Tinggi Alas Dalam = 1.2 m

omen ma!simum = 23"1" !#.m

No. Nama Bagian(m) (m)

1 $en%er girder 0.013 1.200 0.01&" 0."00 0.0093"00

2 side girder !iri 0.011 1.200 0.0132 0."00 0.00'9200

3 side girder !anan 0.011 1.200 0.0132 0."00 0.00'9200

!eel 1.00 0.010 0.010 0.00& 0.0000900

& pla% bo%%om 1 !iri 1.& 0.009 0.0131 0.00& 0.0000&90

" pla% bo%%om 1 !anan 1.& 0.009 0.0131 0.00& 0.0000&90

' pla% bo%%om 2 !iri 1.&00 0.009 0.013& 0.00& 0.0000"0

pla% bo%%om 2 !anan 1.&00 0.009 0.013& 0.00& 0.0000"0

9 pla% bo%%om 3 !iri 1.&00 0.009 0.013& 0.00& 0.0000"0

10 pla% bo%%om 3 !anan 1.&00 0.009 0.013& 0.00& 0.0000"0

11 pla% bo%%om !iri 1.&00 0.009 0.013& 0.00& 0.0000"0

12 pla% bo%%om !anan 1.&00 0.009 0.013& 0.00& 0.0000"0

13 pla% bo%%om & !iri 1.&00 0.009 0.013& 0.00& 0.0000"0

1 pla% bo%%om & !anan 1.&00 0.009 0.013& 0.00& 0.0000"0

1& pla% bilga !iri 1.00 0.009 0.01"2 0.& 0.00'&'01" pla% bilga !anan 1.00 0.009 0.01"2 0.& 0.00'&'0

1' pla% sisi 1 !iri 0.00 1.&&3 0.012 1.9&0 0.0222"

1 pla% sisi 1 !anan 0.00 1.&&3 0.012 1.9&0 0.0222"

19 pla% sisi 2 !iri 0.00 1.&00 0.0120 3.'00 0.0000

20 pla% sisi 2 !anan 0.00 1.&00 0.0120 3.'00 0.0000

21 pla% sisi 3 !iri 0.00' 1.&00 0.010& &.&00 0.0&''&00

22 pla% sisi 3 !anan 0.00' 1.&00 0.010& &.&00 0.0&''&00

Lebar bi

Tinggi i

L!a" Ai

#ara$ tt$ brt t%"!mb! norma&

Ai '

i

(m) i (m) (m*)



23 pla% sisi !iri 0.00' 1.&00 0.010& '.300 0.0'""&00

2 pla% sisi !anan 0.00' 1.&00 0.010& '.300 0.0'""&00

2& pla% sisi & !iri 0.00' 1.&00 0.010& .300 0.0'1&00

2" pla% sisi & !anan 0.00' 1.&00 0.010& 9.300 0.09'"&00

2' pla% sisi " !iri 0.00 1.&00 0.0120 10.300 0.123"000

2 pla% sisi " !anan 0.00 1.&00 0.0120 11.300 0.13&"000

29 pla% sisi dalam 1 !iri 0.00 1.&&3 0.012 12.300 0.1&21&2

30 pla% sisi dalam 1 !anan 0.00 1.&&3 0.012 13.300 0.1"&2392

31 pla% sisi dalam 2 !iri 0.00 1.&00 0.0120 1.300 0.1'1"000

32 pla% sisi dalam 2 !anan 0.00 1.&00 0.0120 1&.300 0.13"000

33 pla% sisi dalam 3 !iri 0.00' 1.&00 0.010& 1".300 0.1'11&00

3 pla% sisi dalam 3 !anan 0.00' 1.&00 0.010& 9.300 0.09'"&00

3& pla% sisi dalam !iri 0.00' 1.&00 0.010& 10.300 0.101&00

3" pla% sisi dalam !anan 0.00' 1.&00 0.010& 11.300 0.11"&00

3' pla% sisi dalam & !iri 0.00' 1.&00 0.010& 12.300 0.1291&00

3 pla% sisi dalam & !anan 0.00' 1.&00 0.010& 13.300 0.139"&0039 pla% sisi dalam " !iri 0.00 1.&00 0.0120 1.300 0.1'1"000

0 pla% sisi dalam " !anan 0.00 1.&00 0.0120 1&.300 0.13"000

1 pla% de$! 1 !iri 1.&00 0.011 0.01"& .100 0.133"&00

2 pla% de$! 1 !anan 1.&00 0.011 0.01"& .100 0.133"&00

3 pla% de$! 2 !iri 1.&00 0.009 0.013& .100 0.1093&00

pla% de$! 2 !anan 1.&00 0.009 0.013& .100 0.1093&00

& %an! %op 1 !iri 1.00 0.010 0.010 1.000 0.010000

" %an! %op 1 !anan 1.00 0.010 0.010 1.000 0.010000

' %an! %op 2 !iri 1.&00 0.009 0.013& 1.000 0.013&000

%an! %op 2 !anan 1.&00 0.009 0.013& 1.000 0.013&0009 %an! %op 3 !iri 1.&00 0.009 0.013& 1.000 0.013&000

&0 %an! %op 3 !anan 1.&00 0.009 0.013& 1.000 0.013&000

&1 %an! %op !iri 1.&00 0.009 0.013& 1.000 0.013&000

&2 %an! %op !anan 1.&00 0.009 0.013& 1.000 0.013&000

&3 %an! %op &!iri 1.&00 0.009 0.013& 2.000 0.02'0000

& %an! %op & !anan 1.&00 0.009 0.013& 3.000 0.00&000

&& %an! %op " !iri 1.200 0.009 0.010 .000 0.032000



&" %an! %op " !anan 1.200 0.009 0.010 &.000 0.0&0000

&' pla% se!a% 1 0.010 1.'00 0.01'0 1.9&0 0.0331&00

& pla% se!a% 2 0.010 1.00 0.010 3.'00 0.0"""000

&9 pla% se!a% 3 0.010 1.00 0.010 &.&00 0.0990000

"0 pla% se!a% 0.010 1.00 0.010 '.300 0.131000

"1 sen%a 0.00 0.00' 0.002 .&0 0.012"00

0.'9'' 3.'92"1

*ara! +umbu #e%ral %er,adap

.'&'-00 m

3.'"-01

1.90-01

Dari per,i%ungan %abulasi !i%a memperole, ,arga momen leng!ung

omen leng!ung ma!simum = 23"1" !#.m

+elan/u%na ,arga %egangan di,i%ung dengan rumus

""&.3001

&.'9.-03

Σ1= Σ

2= Σ

3=

odulus di elada! (+%e

aris Dasar (NA

) = Σ2 Σ

1= odulus di Dasar (+

bott

omen 4nersia %er,adap aris Dasar (I%"r

) = Σ3Σ

= m

omen 4nersia %er,adap +umbu #e%ral (INA

) = Σ3 Σ

5 6

#A2.Σ

1= m

Tegangan di elada! (

%ec$ ) =

ma!7

de$! = !#m2

Tegangan di Dasar ( btm

) = ma!

7bo%%om

= !#m2



.



IP

&."1"00-503 1.'200-503

.'&200-503 1.&00-503

.'&200-503 1.&00-503

.&0000-50' 1.&0000-50'

2."&'21-50' .&'3&-50

2."&'21-50' .&'3&-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

2.'33'&-50' 9.112&0-50

3.10"&-503 1.093&0-50'3.10"&-503 1.093&0-50'

.'223-502 2.9'03-503

.'223-502 2.9'03-503

1."20-501 2.2&000-503

1."20-501 2.2&000-503

3.1'"2&-501 1.9"'&-503

3.1'"2&-501 1.9"'&-503

Ai '

i I

i,(b

i'

i*)-

(m/) (m/)



&.&9&&-501 1.9"'&-503

&.&9&&-501 1.9"'&-503

'.233&-501 1.9"'&-503

9.01&-501 1.9"'&-503

1.2'30-00 2.2&000-503

1.&322-00 2.2&000-503

1.'9"3-00 2.9'03-503

2.19'"-00 2.9'03-503

2.&3-00 2.2&000-503

2.090-00 2.2&000-503

2.'9'&-00 1.9"'&-503

9.01&-501 1.9"'&-503

1.1139&-00 1.9"'&-503

1.30'&-00 1.9"'&-503

1.&&&-00 1.9"'&-503

1.&'3&-00 1.9"'&-5032.&3-00 2.2&000-503

2.090-00 2.2&000-503

1.02&'-00 1.""3'&-50'

1.02&'-00 1.""3'&-50'

.&'3&-501 9.112&0-50

.&'3&-501 9.112&0-50

1.0000-502 1.&0000-50'

1.0000-502 1.&0000-50'

1.3&000-502 9.112&0-50

1.3&000-502 9.112&0-501.3&000-502 9.112&0-50

1.3&000-502 9.112&0-50

1.3&000-502 9.112&0-50

1.3&000-502 9.112&0-50

&.0000-502 9.112&0-50

1.21&00-501 9.112&0-50

1.'200-501 '.29000-50



2.'0000-501 '.29000-50

"."2&-502 .091'-503

2."20-501 ."000-503

&.&00-501 ."000-503

9.&9220-501 ."000-503

&.&'0-502 1.1333-503'.300' '.&3302-502

3.&33-00.0'9.-00

Σ=

c$

) = 4#A

(H56#A

) =m

3

m) = 4

#A 6

#A= m3

perhitungan momen inersia dan modulus 6611040025

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