Hitungan Fatigue

7/23/2019 Hitungan Fatigue

http://slidepdf.com/reader/full/hitungan-fatigue 1/51

Data 2

Data 1. Gelom

No Tinggi Gelombang (ft) Periode Gelombang (detik)

0 4

1 0!0 " #!$ 4!% &0&#%00 1$2$%200

2 4!0 " '!$ %!4 2'%'40 %%0'0

# &!0 " 11!$ %!& $##% 222'0

4 12!0 " 1!$ '!2 #14 '4

1%!0 " 1$!$ '! 10 2

% 20!0 " 2#!$ '!& 0 1

Total &#'0000 1$$&0000

To 1!%4

0!04



ang Analisa Fatigue

Kejadian Selama 10 TahunTotal

$0 1# 1&0 22 2'0 #1

&$$%200 %'14%00 &$$%200 $'1##00 14%%00 1&2#00 %1'2000

#0&00 22$&&0 #0&00 ##2%00 44$0 %#%40 22#4200

10#$0 ''2 10#$0 11212 $10 10%0 '##20

#4& 2%0 #4& #' 0 0 2#$$

11 & 11 1# 0 0 '&

1 0 1 0 0 0 #

$#1000 %$200 $#1000 100'00 1%02000 1&$0000 %'4&2000



Tabel. Unity Check Terbesar pada Pile setelah Run

Diurutkan sesuai nomor pile

"o #ember

1 101* " 201* 4!%'1

2 102* " 202* 2!$2

# 10#* " 20#* #!%1#

4 104* " 204* 0!24'

10* " 20* 0!2''

% 10%* " 20%* 0!2&

' 201* " #01* 0!24&

& 202* " #02* 0!2'4

$ 20#* " #0#* 0!2'4

10 204* " #04* 0!2#&

11 20* " #0* 0!2112 20%* " #0%* 0!2%

1# #01* " 401* 0!2%

14 #02* " 402* 0!2$

1 #0#* " 40#* 0!2%'

1% #04* " 404* 0!224

1' #0* " 40* 0!2#'

1& #0%* " 40%* 0!24&

1$ 401* " 01* 0!2#2

20 402* " 010# 0!2#$

21 40#* " 0#* 0!2''

22 404* " 04* 0!21$

2# 40* " 0* 0!224

24 40%* " 0%* 0!2$

2 01* " %01* 0!21

2% 02* " %02* 0!2#

2' 0#* " %0#* 0!24

2& 04* " %04* 0!201

2$ 0* " %0*

#0 0%* " %0%* 0!22

Unity Check $UC%



ing Foundation ineari!ation

Diurutkan sesuai besar unity check

"o #ember

1 102* " 202* 0!#0'

2 10#* " #0#* 0!#04

# 10%* " 20%* 0!2&

4 101* " 201* 0!2'&

10* " 20* 0!2''

% 40#* " 0#* 0!2''

' 202* " #02* 0!2'4

& 20#* " #0#* 0!2'4

$ #0#* " 40#* 0!2%'

10 20%* " #0%* 0!2%

11 #02* " 402* 0!2$12 40%* " 0%* 0!2$

1# #01* " 401* 0!2%

14 20* " #0* 0!21

1 201* " #01* 0!24&

1% #0%* " 40%* 0!24&

1' 104* " 204* 0!24'

1& 0#* " %0#* 0!24

1$ 402* " 010# 0!2#$

20 204* " #04* 0!2#&

21 #0* " 40* 0!2#'

22 401* " 01* 0!2#2

2# 02* " %02* 0!2#

24 0%* " %0%* 0!22

2 #04* " 404* 0!224

2% 40* " 0* 0!224

2' 404* " 04* 0!21$

2& 01* " %01* 0!21

2$ 04* " %04* 0!201

#0 0* " %0*

Unity Check $UC%



Joint MemberChord

SCF of chord SCF of IPB SCF of OPB

+rr,0$ 01*"4-1. #!%04 1!$2 '!010#*"4-1. #!%04 1!$2 '!01

+rr,0$02*"4-2. #!%04 1!$2 '!01

04*"4-2. #!%04 1!$2 '!01

+rr,0$204*"1/1. #!%04 1!$2 '!01

40#* " 0#* #!& 1#!'2# %!4&2

+rr,0$202* " #02* #!& 1#!'2# %!4&2

20#* " #0#* #!& 1#!'2# %!4&2

+rr,0$#0#* " 40#* #!& 1#!'2# %!4&2

20%* " #0%* #!& 1#!'2# %!4&2

+rr,0$ +rr,0$ +rr,0$ +rr,0$ +rr,0$+rr,0$ +rr,0$ +rr,0$ +rr,0$

Joint Member N (cycle)

saddle crown

+rr,0$01*"4-1. 121122%!%&& 04$!0$4

0#*"4-1. 121122%!%&& 04$!0$4

+rr,0$02*"4-2. 121122%!%&& 04$!0$4

04*"4-2. 121122%!%&& 04$!0$4

+rr,0$204*"1/1. 121122%!%&& 04$!0$4

40#* " 0#* 11%1''0!01 %$#204!'2$

+rr,0$202* " #02* 11%1''0!01 %$#204!'2$

20#* " #0#* 11%1''0!01 %$#204!'2$

+rr,0$

#0#* " 40#* 11%1''0!01 %$#204!'2$

20%* " #0%*11%1''0!01 %$#204!'2$

+rr,0$+rr,0$ +rr,0$ +rr,0$

+rr,0$ +rr,0$ +rr,0$

Tabel &.' umlah iklu beban dari member ada ditamilkan joint 402* dan 4



Brace Joint Member

SCF of brace SCF of IPB SCF of OPB

1!$% 2!#&1 #!2' +rr,0$ 01*"4-1.1!$% 2!#&1 #!2' 0#*"4-1.

1!$% 2!#&1 #!2'+rr,0$

02*"4-2.

1!$% 2!#&1 #!2' 04*"4-2.

1!$% 2!#&1 #!2'+rr,0$

204*"1/1.

1!&0 2!&$ #!240 40#* " 0#*

1!&0 2!&$ #!240+rr,0$

202* " #02*

1!&0 2!&$ #!240 20#* " #0#*

1!&0 2!&$ #!240+rr,0$

#0#* " 40#*

1!&0 2!&$ #!240 20%* " #0%*

+rr,0$ +rr,0$ +rr,0$ +rr,0$ +rr,0$+rr,0$ +rr,0$ +rr,0$ +rr,0$

0!0 " #!$

4!0 " '!$

&!0 " 11!$

12!0 " 1!$

1%!0 " 1$!$

20!0 " 2#!$

24!0 " 2'!$

04* Tabel &.' Data

#a$e %ei&ht (ft)

1

−

= !F



1#!0#$ 1%!4'1#!0#$ 1%!4'

1#!0#$ 1%!4'

1#!0#$ 1%!4'

1#!0#$ 1%!4'

1#!1&20 1!1#4

1#!1&20 1!1#4

1#!1&20 1!1#4

1#!1&20 1!1#4

1#!1&20 1!1#4

+rr,0$ +rr,0$+rr,0$ +rr,0$

To (e5) D3 Ω

4!% 67+8 67+8 67+8 67+8

%!4 693*:+8

%!$ 693*:+8

'!4 693*:+8

'!& 693*:+8

&!1 693*:+8

&!4 693*:+8

;SS brace (;1!$ft)

;SS saddle side (ki) ;SS crown side (ki)

ynamic !m"lification Factor (D3)

#a$e Period (e5) am"in& atio ()

22

2

2

1

+

'

'o

'

'oξ



Tabel 10! :mur Kelelahan Struktur

Joint Member SCF Method Joint 'y"e

1P $P"1P -;D +fth<miou 2 =2P 2P"02%& /7- +fth<miou 2 =

402* 402*"#02* -;D +fth<miou 2 =

#04* 02%&"#04* /7- +fth<miou 2 =

Joint Member imension

Member 'y"e Joint 'y"e>D (in) Thi5k (in)

2P 2P"02% #4 2 /7- =2P 10P"2P %1 2!%' -;D =

#P #P"02%$ #4 2 /7- =

#P 11P"#P %1 2!%' -;D =

402* 402*"024 #4 2 /7- =

402* 402*"#02* %1 2!%' -;D =

404* 404*"02# #4 2 /7- =

404* 404*"#04* %1 2!%' -;D =

Member'y"e

*ife Safety Factor



20 4?#'0?#&&20 ?0&1?%#'

20 1?4#%?&1

20 $?##$?24

ama&eSer$ice

*ife (tah+n)

0!2%#00' $#!4$4410!2&#'22 4#!'0#&&

0!2$2404 4$!#0$'

0!2%4## 4#!#'%#%

0!'%#0& $%!'$%#

0!2%'#$' $4!&'%41

0!%#$'' $'!4$04%

0!'20#1% $%!4#&

esi&n *ife(years)

Fati&+e *ife(years)



MODE FREQ.(CPS) GEN. MASS EIGENVALUE PERIOD(SECS)

1 1.444990 1.8313105E+03 1.2131384E02 0.!9204!1

2 1.4"!9"4 1."193129E+03 1.1!11!58E02 0.!""0598

3 2.422!55 2.3224!11E+03 4.315"588E03 0.412""03

4 4."404!0 !.0325931E+02 1.12"195!E03 0.2109500

5 4.81"550 !.030"849E+02 1.091409"E03 0.20"5"44

! !.201814 9.0458!84E+02 !.585"119E04 0.1!12431

" 9.929328 5.!9!8843E+02 2.5!92154E04 0.100"11"

8 10.88!321 !.!124258E+02 2.13"3!1!E04 0.0918584

9 12.513290 3.""481"8E+02 1.!1"!9"1E04 0.0"99150

10 12."44210 3."8""5"8E+02 1.559!042E04 0.0"84!"0

11 14.339353 5.5139989E+02 1.23191!0E04 0.0!9"382

12 1!.252044 2.9"82929E+02 9.5901249E05 0.0!1530"

13 19.83!280 5.48!1!11E+02 !.43"53"3E05 0.050412"

14 23.099448 2.255!3!2E+02 4."4"194"E05 0.0432911

15 23.959"93 4.5!1!13"E+02 4.4123924E05 0.041"3!!

1! 24.341209 3.1!40434E+02 4.2"51953E05 0.041082!

1" 24.3"9252 2.!93"1"3E+02 4.2!18!32E05 0.0410185



18 24.54929" 2.4!42"!9E+02 4.20302!4E05 0.040"344

19 25.3!!355 2."328!52E+02 3.93!!25!E05 0.0394223

20 25.95942" 4.5391221E+02 3."5880"1E05 0.038521"

21 2!.340!0! 3."405!!5E+02 3.!50805"E05 0.03"9!42

22 2".8!4939 4.4434045E+02 3.2!23010E05 0.03588"4

23 28.2432!3 2.943020!E+02 3.1"54882E05 0.03540!"

24 28.3200!0 2.9145304E+02 3.1582892E05 0.035310"

25 30.013502 4.3980804E+02 2.8119455E05 0.0333183

2! 33.129815 2.5849!41E+02 2.30"8215E05 0.0301843

2" 33.233311 1."089440E+02 2.2934!9"E05 0.0300903

28 33.2!!5!8 1.8508315E+02 2.28888!4E05 0.0300!02

29 34.42348! 3.55!9!"3E+02 2.13"!202E05 0.0290499

30 35.55201! 4.5889!!!E+02 2.0040!49E05 0.02812"8

31 3".808"13 2."1811!3E+02 1.""19"04E05 0.02!4489

32 42.4!!182 ".0433"50E+01 1.404!03"E05 0.0235481

33 43."1!130 5.944952"E+01 1.3254301E05 0.0228"49

34 45.!"130" !.50040""E+01 1.2143"!5E05 0.021895!

35 4!.!5182" 1.155"900E+02 1.1!38!59E05 0.0214354

3! 48.9"41"2 1.00259"8E+02 1.05!1024E05 0.0204189

3" 51."51099 8.2""3983E+01 9.458038!E0! 0.0193233

38 51.905!83 1.118"3!1E+02 9.401"8"1E0! 0.0192!5"

39 5".3902!2 1.00"09"0E+02 ".!90!!38E0! 0.01"424!

40 !4.418011 1.3502592E+02 !.10415!0E0! 0.015523!



41 102.3"2584 1.4923842E+02 2.41!9"92E0! 0.009"!82

42 115.245503 !.!0103"8E+01 1.90"182!E0! 0.008!""1

43 115.452229 !.2352"4!E+01 1.9003588E0! 0.008!!1!

44 12!.52195! 1.002""!8E+02 1.5823"15E0! 0.00"9038

45 155.235344 1.33909!4E+02 1.05113!3E0! 0.00!4418

4! 1"9.290844 5.4!14829E+01 ".8"99!01E0" 0.0055""5

4" 1"9.418402 5.18325"3E+01 ".8!8"595E0" 0.0055"3!

48 18".14"931 8.8559151E+01 ".2321959E0" 0.0053434



SACS IVFREQUENCIES AND GENERALI#ED MASS

@>D+ 7+A!(-PS) G+N! @3SS +BG+N93*:+ P+7B>D(S+-S)

1 1!444$$ 1!&#+C0# 1!21+"02 0!%$20

2 1!4'%$' 1!'2+C0# 1!1%+"02 0!%''0%

# 2!422%% 2!#2+C0# 4!#2+"0# 0!412''

4 4!'404% %!0#+C02 1!1#+"0# 0!210$

4!&1' %!0#+C02 1!0$+"0# 0!20''

% %!201&1 $!0+C02 1!0$+"0# 0!1%124

' $!$2$## !'0+C02 2!'+"04 0!100'1

& 10!&&%#2 %!%1+C02 2!14+"04 0!0$1&%

$ 12!1#2$ #!''+C02 1!%2+"04 0!0'$$210 12!'4421 #!'$+C02 1!%+"04 0!0'&4'



MODE FREQ.(CPS) GEN. MASS EIGENVALUE PERIOD(SECS)

1 0.8!5!35 !$0453980E+03 3$380420"E02 1.1552215

2 0.9!"091 !$2!!4104E+03 2$"0835!0E02 1.0340291

3 1.34"28" "$"1!"289E+03 1$3954!""E02 0."422322

4 1."44220 !$1!81!3!E+03 8$32!028"E03 0.5"33223

5 1.943452 2$44050"8E+02 !$"0!4482E03 0.5145483

! 1.998330 3$4892440E+02 !$3431!38E03 0.50041"9

" 2.!8"159 3$0"81880E+03 3$50"9503E03 0.3"21402

8 2."39205 2$3990192E+02 3$3"5912"E03 0.3!50!94

9 2.8353"! 2$84!2404E+02 3$150"85!E03 0.352!8!9

10 3.1910"8 1$""08!83E+02 2$48"5129E03 0.3133"3"

11 3.255313 3.08"3392E+03 2.390312"E03 0.30"1901

12 3.348"94 1.9845431E+02 2.258"244E03 0.298!149

13 3.5249!1 1.52!8214E+02 2.0385985E03 0.283!911

14 4.151585 3.!121111E+02 1.4!9!44"E03 0.2408"19

15 4.194012 1.4!45055E+02 1.4400!12E03 0.2384352

1! 4.2092!! 1.0!0"081E+02 1.429!42!E03 0.23"5"11

1" 4.4!900" 5.132"982E+03 1.2!82890E03 0.223"!34

18 ".2!3!!1 1.4!9""2"E+03 4.8009"1"E04 0.13"!"1!

19 ".5022!9 1."1953!"E+03 4.5004399E04 0.1332930

20 8.14!423 2.!809492E+03 3.81!8!08E04 0.122"533



SACS IVFREQUENCIES AND GENERALI#ED MASS

MODE FREQ.(CPS) GEN. MASS EIGENVALUE

1 0.8!5!4 !.05E+03 3.38E02

2 0.9!"09 !.2"E+03 2."1E023 1.34"29 "."2E+03 1.40E02

4 1."4422 !.1"E+03 8.33E03

5 1.94345 2.44E+02 !."1E03

! 1.99833 3.49E+02 !.34E03

" 2.!8"1! 3.08E+03 3.51E03

8 2."3921 2.40E+02 3.38E03

9 2.83538 2.85E+02 3.15E03

10 3.19108 1.""E+02 2.49E03



PERIOD(SECS)

1.1552215

1.03402910."422322

0.5"33223

0.5145483

0.50041"9

0.3"21402

0.3!50!94

0.352!8!9

0.3133"3"



% % & O I N ' C A N S U M M A R % %

%%%%%%%%%%%%%%%% ORIGINAL %%%%%%%%%%%%% %%%%%%%%%%%%%%%%% DESIGN %%%%%%%%%

&OIN' DIAME'ER 'IC*NESS LD S'RS UC DIAME'ER 'IC*NESS LD S

(IN) (IN) (*SI) (IN) (IN) (*SI)

105L 40.000 1.000 3!.000 0.""! 40.000 1.000 3!.000 0.""!

102L 40.000 1.000 3!.000 0."!1 40.000 1.000 3!.000 0."!1

205L 40.000 1.000 3!.000 0.522 40.000 1.000 3!.000 0.522

202L 40.000 1.000 3!.000 0.518 40.000 1.000 3!.000 0.518

10!L 40.000 1.000 3!.000 0.4!4 40.000 1.000 3!.000 0.4!4

103L 40.000 1.000 3!.000 0.448 40.000 1.000 3!.000 0.448

502L 40.000 1.000 3!.000 0.425 40.000 1.000 3!.000 0.425

505L 40.000 1.000 3!.000 0.419 40.000 1.000 3!.000 0.419

305L 40.000 1.000 3!.000 0.380 40.000 1.000 3!.000 0.380

302L 40.000 1.000 3!.000 0.3"1 40.000 1.000 3!.000 0.3"1 404L 40.000 1.000 3!.000 0.354 40.000 1.000 3!.000 0.354

504L 40.000 1.000 3!.000 0.352 40.000 1.000 3!.000 0.352

501L 40.000 1.000 3!.000 0.32! 40.000 1.000 3!.000 0.32!

402L 40.000 1.000 3!.000 0.309 40.000 1.000 3!.000 0.309

405L 40.000 1.000 3!.000 0.301 40.000 1.000 3!.000 0.301

104L 40.000 1.000 3!.000 0.298 40.000 1.000 3!.000 0.298

203L 40.000 1.000 3!.000 0.298 40.000 1.000 3!.000 0.298

101L 40.000 1.000 3!.000 0.29" 40.000 1.000 3!.000 0.29"

20!L 40.000 1.000 3!.000 0.294 40.000 1.000 3!.000 0.294

401L 40.000 1.000 3!.000 0.291 40.000 1.000 3!.000 0.291

403L 40.000 1.000 3!.000 0.280 40.000 1.000 3!.000 0.280

201L 40.000 1.000 3!.000 0.2"9 40.000 1.000 3!.000 0.2"9

503L 40.000 1.000 3!.000 0.2"3 40.000 1.000 3!.000 0.2"3

40!L 40.000 1.000 3!.000 0.2!" 40.000 1.000 3!.000 0.2!"

50!L 40.000 1.000 3!.000 0.2!5 40.000 1.000 3!.000 0.2!5

204L 40.000 1.000 3!.000 0.2!4 40.000 1.000 3!.000 0.2!4

303L 40.000 1.000 3!.000 0.2!0 40.000 1.000 3!.000 0.2!0

304L 40.000 1.000 3!.000 0.249 40.000 1.000 3!.000 0.249

30!L 40.000 1.000 3!.000 0.234 40.000 1.000 3!.000 0.234

301L 40.000 1.000 3!.000 0.233 40.000 1.000 3!.000 0.233



%%%%

RS UC



Menghitung Dynami Am!"i#ati$n Fat$%

D,-/

' (P-- N//) 6 1.!4 7

(D/:;< R/) 6 0.04

;i (m) Ti () D30!0 " #!$ 4!% 0!'

4!0 " '!$ %!4 0!'#1

&!0 " 11!$ %!& 0!'2&

12!0 " 1!$ '!2 0!'2

1%!0 " 1$!$ '! 0!'24

20!0 " 2#!$ '!& 0!'2#



Rumu& DAF

S"$!e 'a%i API

C+r$e

. 14? ki (100 @a) 4?#&

. 11?4 ki ('$ @a) #?'4

E(Fref ) S tress an&eat , Million

Cycles

m In$erse

*o&-lo& slo"e



RPA

.nd+rance *imit at ,// Million Cycles

?0' ki (# @a)

#?## ki (2# @a)



@emberD * T

01*"4-1. 1!01% 10!''4 0!024

0#*"4-1. 1!01% 10!''4 0!024

02*"4-2. 1!01% 10!''4 0!024

04*"4-2. 1!01% 10!''4 0!024

204*"1/1. 1!01% 10!''4 0!024

40#* " 0#* 1!01% 10!% 0!024

202* " #02* 1!01% 10!% 0!024

20#* " #0#* 1!01% 10!% 0!024

#0#* " 40#* 1!01% 10!% 0!024

20%* " #0%* 1!01% 10!% 0!024

MemberChord Brace

SCF of chord SCF of brace SCF of IPB

01*"4-1. %!#2# 1!%20 #!14

0#*"4-1. %!#2# 1!%20 #!14

02*"4-2. %!#2# 1!%20 #!14

04*"4-2. %!#2# 1!%20 #!14

204*"1/1. %!#2# 1!%20 #!14

40#* " 0#* !$$% 1!'$ #!2%%

202* " #02* !$$% 1!'$ #!2%%20#* " #0#* !$$% 1!'$ #!2%%

#0#* " 40#* !$$% 1!'$ #!2%%

20%* " #0%* !$$% 1!'$ #!2%%

MemberChord

SCF of chord SCF of IPB SCF of OPB

Tabel &.( Data Parameter :tama

Chord (meter)



01*"4-1. #!%04 1!$2 '!01

0#*"4-1. #!%04 1!$2 '!01

02*"4-2. #!%04 1!$2 '!01

04*"4-2. #!%04 1!$2 '!01

204*"1/1. #!%04 1!$2 '!01

40#* " 0#* #!& 1#!'2# %!4&2

202* " #02* #!& 1#!'2# %!4&2

20#* " #0#* #!& 1#!'2# %!4&2

#0#* " 40#* #!& 1#!'2# %!4&2

20%* " #0%* #!& 1#!'2# %!4&2



H Id t g

0!'112 0!020#2 0!00& 21!21 0!&00 0!'00 4

0!'112 0!020#2 0!00& 21!21 0!&00 0!'00 4

0!'112 0!020#2 0!00& 21!21 0!&00 0!'00 4

0!'112 0!020#2 0!00& 21!21 0!&00 0!'00 4

0!'112 0!020#2 0!00& 21!21 0!&00 0!'00 4

0!%0$% 0!01$0 0!00& 20!&' 0!'0 0!%00 4

0!%0$% 0!01$0 0!00& 20!&' 0!'0 0!%00 4

0!%0$% 0!01$0 0!00& 20!&' 0!'0 0!%00 4

0!%0$% 0!01$0 0!00& 20!&' 0!'0 0!%00 4

0!%0$% 0!01$0 0!00& 20!&' 0!'0 0!%00 4

SCF of OPB

0!'004

0!'004

0!'004

0!'004

0!'004

0!'144

0!'1440!'144

0!'144

0!'144

SCF of brace

SCF of brace SCF of IPB SCF of OPB

Brace (meter)J (=)



1!$% 2!#&1 #!2'

1!$% 2!#&1 #!2'

1!$% 2!#&1 #!2'

1!$% 2!#&1 #!2'

1!$% 2!#&1 #!2'

1!&0 2!&$ #!240

1!&0 2!&$ #!240

1!&0 2!&$ #!240

1!&0 2!&$ #!240

1!&0 2!&$ #!240



ζ

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45

20 0!00 0.850904 45



Diketahui

Pe%&amaan E*thymi$u

L 6 "8 > 10.""4 β = 0.5!

D 6 34 ; 0.8!3! α = 24.95

6 19 ; 0.482! γ = 25."!

' 6 0.!! ; 0.01!"!4 τ = 0.45

6 0.3 ; 0.00"!2 ξ = 0.0!

< 6 2 ; 0.0508



Punhing Shea%

Joint Chord Brace Chord Brace

O.D(in) W.T(in) O.D(in) W.T(in) ) a* $ksi%

501L 501L 4C1? 40 1 28 0.8 ".0!

503L 503L 4C1? 40 1 28 0.8 ".82

502L 502L 4C2? 40 1 28 0.8 ".22

504L 504L 4C2? 40 1 28 0.8 ".91

204L 204L 1@1? 40 1 28 0.8 11



unching Shear UC

9.53 20.12 0.94!

10.5! 22.31 0.94!

9.! 20.28 0.934

10.!4 22.48 0.898

11.59 24.49 0.934

) ipb

$ksi% ) opb

$ksi%



10!L 10!L20!L LEG 'U@ 28.00 1.000 CD !8.!8 10.00 10.00 3.14 9.80 .

402L 302L402L LEG 'U@ 28.00 1.000 * CD 5".28 4.59 ".13 3.45 9.!8 .0

304L 304L404L LEG 'U@ 28.00 1.000 * CD !9.!9 4.!1 4.!1 3.!" 9.9" .0

40!L 40!L50!L LEG 'U@ 28.00 1.000 * CD !9.!9 ".91 !.!9 3.48 11.84 1

30!L 30!L40!L LEG 'U@ 28.00 1.000 * CD !9.!9 !.1! 5.44 3.!0 12.93 .2



0!812 'R 3098.!2

1422"! L 1"5".144

103259 R 2421.10"

.84!891 L 113.53!2

0"8255 R 120.293



01* 01*"4-1.

NoKejadian Selama 1

+(4L) N+($0L)

1 0!0 " #!$ 4!% 21&0#$00 10%14200

2 4!0 " '!$ %!4 111$0 %0'$0

# &!0 " 11!$ %!$ &''% 2&21%

4 12!0 " 1!$ '!4 2'#& 1%'$

1%!0 " 1$!$ '!& 1## 10'

% 20!0 " 2#!$ &!1 # &

' 24!0 " 2'!$ &!4 0 0

Total 2#01'00 1120000

0#* 0#*"4-1.

NoKejadian Selama 1

+(4L) N+($0L)

1 0!0 " #!$ 4!% 21&0#$00 10%14200

2 4!0 " '!$ %!4 111$0 %0'$0

# &!0 " 11!$ %!$ &''% 2&21%

4 12!0 " 1!$ '!4 2'#& 1%'$

1%!0 " 1$!$ '!& 1## 10'

% 20!0 " 2#!$ &!1 # &

' 24!0 " 2'!$ &!4 0 0

Total 2#01'00 1120000

02* 02*"4-2.

No Kejadian Selama 1+(4L) N+($0L)

1 0!0 " #!$ 4!% 21&0#$00 10%14200

2 4!0 " '!$ %!4 111$0 %0'$0

# &!0 " 11!$ %!$ &''% 2&21%

4 12!0 " 1!$ '!4 2'#& 1%'$

1%!0 " 1$!$ '!& 1## 10'

% 20!0 " 2#!$ &!1 # &

' 24!0 " 2'!$ &!4 0 0

Total 2#01'00 1120000

04* 04*"4-2.

NoKejadian Selama 1

+(4L) N+($0L)

1 0!0 " #!$ 4!% 21&0#$00 10%14200

2 4!0 " '!$ %!4 111$0 %0'$0

# &!0 " 11!$ %!$ &''% 2&21%

4 12!0 " 1!$ '!4 2'#& 1%'$

1%!0 " 1$!$ '!& 1## 10'

% 20!0 " 2#!$ &!1 # &

' 24!0 " 2'!$ &!4 0 0

Total 2#01'00 1120000

204* 204*"1/1.

TinggiGelombang (ft)

PeriodeGelombang

(detik)


PeriodeGelombang

(detik)


Periode

Gelombang(detik)


PeriodeGelombang

(detik)



NoKejadian Selama 1

+(4L) N+($0L)

1 0!0 " #!$ 4!% 21&0#$00 10%14200

2 4!0 " '!$ %!4 111$0 %0'$0

# &!0 " 11!$ %!$ &''% 2&21%

4 12!0 " 1!$ '!4 2'#& 1%'$

1%!0 " 1$!$ '!& 1## 10'

% 20!0 " 2#!$ &!1 # &

' 24!0 " 2'!$ &!4 0 0

Total 2#01'00 1120000

Perbandin&an

#ember

10%*"20%* 24!441%4 6N:@8

#02*"402* #!4%4' 6N:@8

#04*"404* 22!0%$$1 6N:@8

#0%*"40%* 22!0%11 6N:@8

40%*"0%* 24!441%4 6N:@8

&OIN' MEM@ER UC 'O'AL FA'IGUE LIFE

01* 01*"4-1. 0.94! 24!441%4

0#* 0#*"4-1. 0.94! #!4%4'

02* 02*"4-2. 0.934 22!0%$$1

04* 04*"4-2. 0.898 22!0%11

204* 204*"1/1. 0.934 24!441%4


PeriodeGelombang

(detik)

Fatigue i)e

+AC+

Fatigue i)e

#anual



TahunTotal

"omina

N(1#L) NM(1&0L) A*ial ,P- P-

12$1%100 1&%0%&00 %#$41000 ".0! 9.53 20.12

%&2#'0 $&#0$0 ##'&200 ".0! 9.53 20.12

#4222 0#$% 1'1%10 ".0! 9.53 20.12

214' 2$ %&2# ".0! 9.53 20.12

14& 44# ".0! 9.53 20.12

12 0 2# ".0! 9.53 20.12

1 0 1 ".0! 9.53 20.12

1#%#000 1$%40%00 %'4$&100

TahunTotal

"omina

N(1#L) NM(1&0L) A*ial ,P- P-

12$1%100 1&%0%&00 %#$41000 ".82 10.5! 22.31

%&2#'0 $&#0$0 ##'&200 ".82 10.5! 22.31

#4222 0#$% 1'1%10 ".82 10.5! 22.31

214' 2$ %&2# ".82 10.5! 22.31

14& 44# ".82 10.5! 22.31

12 0 2# ".82 10.5! 22.31

1 0 1 ".82 10.5! 22.31

1#%#000 1$%40%00 %'4$&100

Tahun Total "omina N(1#L) NM(1&0L) A*ial ,P- P-

12$1%100 1&%0%&00 %#$41000 ".22 9.! 20.28

%&2#'0 $&#0$0 ##'&200 ".22 9.! 20.28

#4222 0#$% 1'1%10 ".22 9.! 20.28

214' 2$ %&2# ".22 9.! 20.28

14& 44# ".22 9.! 20.28

12 0 2# ".22 9.! 20.28

1 0 1 ".22 9.! 20.28

1#%#000 1$%40%00 %'4$&100

TahunTotal

"omina

N(1#L) NM(1&0L) A*ial ,P- P-

12$1%100 1&%0%&00 %#$41000 ".91 10.!4 22.48

%&2#'0 $&#0$0 ##'&200 ".91 10.!4 22.48

#4222 0#$% 1'1%10 ".91 10.!4 22.48

214' 2$ %&2# ".91 10.!4 22.48

14& 44# ".91 10.!4 22.48

12 0 2# ".91 10.!4 22.48

1 0 1 ".91 10.!4 22.48

1#%#000 1$%40%00 %'4$&100



TahunTotal

"omina

N(1#L) NM(1&0L) A*ial ,P- P-

12$1%100 1&%0%&00 %#$41000 11 11.59 24.49

%&2#'0 $&#0$0 ##'&200 11 11.59 24.49

#4222 0#$% 1'1%10 11 11.59 24.49

214' 2$ %&2# 11 11.59 24.49

14& 44# 11 11.59 24.49

12 0 2# 11 11.59 24.49

1 0 1 11 11.59 24.49

1#%#000 1$%40%00 %'4$&100



l +tress+i tot Pi DAF

+CF A*ial +CF ,P- +CF P-

2!44 11!'% 10!$# 2#$!4''1'&2$ 0!$4'#00'#&& 0!'4%4%4%4#

2!44 11!'% 10!$# 2#$!4''1'&2$ 0!0004&&1%2 0!'#00%1&1

2!44 11!'% 10!$# 2#$!4''1'&2$ 0!00242441$ 0!'2''1%2

2!44 11!'% 10!$# 2#$!4''1'&2$ 0!0001010&4# 0!'2402'2#'

2!44 11!'% 10!$# 2#$!4''1'&2$ %!%#14&+"00% 0!'2#$1%'4&&

2!44 11!'% 10!$# 2#$!4''1'&2$ #!40'0#+"00' 0!'22%0%21

2!44 11!'% 10!$# 2#$!4''1'&2$ 1!4&12#+"00& 0



2&!1& 1%&!1% 1%'!# 2%!42&&&&14& 0!$4'#00'#&& 0!'

2&!1& 1%&!1% 1%'!# 2%!42&&&&14& 0!0004&&1%2 0!'#1

2&!1& 1%&!1% 1%'!# 2%!42&&&&14& 0!00242441$ 0!'2&

2&!1& 1%&!1% 1%'!# 2%!42&&&&14& 0!0001010&4# 0!'2

2&!1& 1%&!1% 1%'!# 2%!42&&&&14& %!%#14&+"00% 0!'24

2&!1& 1%&!1% 1%'!# 2%!42&&&&14& #!40'0#+"00' 0!'2#

2&!1& 1%&!1% 1%'!# 2%!42&&&&14& 1!4&12#+"00& 0!000

l +tress +i tot Pi DAF+CF A*ial +CF ,P- +CF P-

2%!02 12!&& 12!1# 241!%&$01%4% 0!$4'#00'#&& 0!'

2%!02 12!&& 12!1# 241!%&$01%4% 0!0004&&1%2 0!'#1

2%!02 12!&& 12!1# 241!%&$01%4% 0!00242441$ 0!'2&

2%!02 12!&& 12!1# 241!%&$01%4% 0!0001010&4# 0!'2

2%!02 12!&& 12!1# 241!%&$01%4% %!%#14&+"00% 0!'24

2%!02 12!&& 12!1# 241!%&$01%4% #!40'0#+"00' 0!'2#

2%!02 12!&& 12!1# 241!%&$01%4% 1!4&12#+"00& 0!000



2&!1 1%$!44 1%&!%# 2%'!'%#&$ 0!$4'#00'#&& 0!'

2&!1 1%$!44 1%&!%# 2%'!'%#&$ 0!0004&&1%2 0!'#1

2&!1 1%$!44 1%&!%# 2%'!'%#&$ 0!00242441$ 0!'2&

2&!1 1%$!44 1%&!%# 2%'!'%#&$ 0!0001010&4# 0!'2

2&!1 1%$!44 1%&!%# 2%'!'%#&$ %!%#14&+"00% 0!'24

2&!1 1%$!44 1%&!%# 2%'!'%#&$ #!40'0#+"00' 0!'2#

2&!1 1%$!44 1%&!%# 2%'!'%#&$ 1!4&12#+"00& 0!000





#$!%4 1&4!' 1&#!'1 #00!0010&$11 0!$4'#00'#&& 0!'

#$!%4 1&4!' 1&#!'1 #00!0010&$11 0!0004&&1%2 0!'#1

#$!%4 1&4!' 1&#!'1 #00!0010&$11 0!00242441$ 0!'2&

#$!%4 1&4!' 1&#!'1 #00!0010&$11 0!0001010&4# 0!'2

#$!%4 1&4!' 1&#!'1 #00!0010&$11 %!%#14&+"00% 0!'24

#$!%4 1&4!' 1&#!'1 #00!0010&$11 #!40'0#+"00' 0!'2#

#$!%4 1&4!' 1&#!'1 #00!0010&$11 1!4&12#+"00& 0!000



+i "i Pi/"i*Ti

1&0!'1$0#'#' $0%4!1$#1'04 2!2'#$11+"00%

1'4!$#&4$#0%4 1022'#!'0'% '!%4%2'4+"00&

1'4!2'0#'2%'2 10#'4'!&'#2$& #!1&$+"00$

1'#!'1%##'$&2 104$$0!'$'&' 1!#010'1+"010

1'#!#%04&#0' 10'$$!0&4$1 '!$#0&%+"012

1'#!04%'1%#0# 10%1&!#2&02 #!$4$#%2+"01#

0 6N:@8 6N:@8

1&0!'1$0#'#' umlah 6N:@8

:mur 6N:@8

+i "i Pi/"i*Ti

200!#0 %1%#!12 #!#411$+"00%

1$#!$0 %$%04!24 1!12#1#+"00'

1$#!1% '0%0'!2 !21&%4+"00$

1$2!4 '14#!41 1!$11'41+"010

1$2!1 '200#!1 1!1%&$+"011

1$1!&0 '24$#!00 !&0#0#+"01#

0!00 6N:@8 6N:@8

200!#04$'1$ umlah 6N:@8

:mur 6N:@8

+i "i Pi/"i*Ti

1&2!#$ &'01!0' 2!##1#+"00%

1'%!% $&&14!4 '!$1#$44+"00&

1'!&& 1002#&!& #!%'$1$+"00$

1'!#2 1014#$!'# 1!#4%%1'+"010

1'4!$% 102220!%& &!2#14$'+"012

1'4!% 102$1!%0 4!0&'%1%+"01#

0!00 6N:@8 6N:@8

1&2!#&$'&&2'% umlah 6N:@8

:mur 6N:@8

+i "i Pi/"i*Ti

201!$1 $&22! #!4424#0+"00%

1$!4 %''!#2 1!1'4+"00'

1$4!'0 %&#1!0$ !#'%%&2+"00$

1$4!0$ %$#2!10 1!$%$%%+"010

1$#!%$ %$&&%!02 1!204002+"011

1$#!#4 '0#%1!12 !$'&&%2+"01#

0!00 6N:@8 6N:@8

201!$10012#4 umlah 6N:@8:mur 6N:@8



+i "i Pi/"i*Ti

22%!4# #&$%%!# !2&4$4#+"00%

21$!1$ 44004!1 1!'''120+"00'

21&!# 44%#&!'$ &!244''+"00$

21'!%% 41'#!' #!02#$02+"010

21'!21 421!# 1!&4&42&+"011

21%!&2 4&#0!&1 $!1'&$%%+"01#

0!00 6N:@8 6N:@8

22%!4# umlah 6N:@8

:mur 6N:@8

Hitungan Fatigue

Documents

Transcript of Hitungan Fatigue

SKRIPSI HUBUNGAN FATIGUE DENGAN TINGKAT …

Hitungan Lux

Tugas Fatigue 3

hitungan mekflu

ANALISA FATIGUE PADA CONTROLLABLE PITCH PROPELLER ...

hitungan lpj

Hitungan Polar

Hitungan Trafo

Hitungan Tarif Asuransi

hitungan baja profil

ANALISIS FATIGUE LIFE SAMBUNGAN KRITIS PADA

hitungan draikot

Kelelahan Logam (Fatigue)

Hitungan Kayu Fix

ARTIKEL JURNAL HUBUNGAN FATIGUE DENGAN TINGKAT …

Hitungan Pipal

HITUNGAN TALUD

Hitungan Kimia

Fatigue-Kelelahan Logam _AA

Hitungan Pecahan