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    spuw-1 303829243.xls

    jalan lingkungan spuw-1

    -- jalan beton---

    Tinjauan Geser

    Vu 0,6.V : 83.998 KN Ok!

    Tinjauan "#en $en%ur

    &e'an Ti%ik

    d*%*au uas pla% $( x )2 $ 1 2

    $ 60 #/2

    $ 60 #/

    u = 1/2.wu.2 $ . #.

    (enu)an*an

    oe ul%**% (u) $ . #

    eba" asus* $ 1000

    5ebal pla% ( ) $ 1

    u%u be%o (&c') $ 22. pa

    u%u baa (&7) $ 240 pa

    *ae%e" %ulaa $ 12

    a"a %ulaa ( s ) $ 150

    ula %ulaa () $ 6.66666 buas %ul %a"* ( s%) $ 3.9822 2

    ds $ 0

    d' $ 12

    Be%a $ 0.8

    :s $ 200000 pa

    a = s.&7/(0,8.&c'.b) $ 9.46138

    ap.ul%**% =5s.(d'-a/2)

    ap.ul%**% =s.&7.(d'-a/2) $ 21.6339 #

    ap = 0,8.ap.ul% $ 17.411 KN# > u + 7.5 KN# Ok!

    &e'an 'erja)an

    a"a ada" depa-belaa $ 4

    a"a "oda aa-*"* $ 1.

    beba "oda eda"aa $ 6 %

    leba" "ecaa $ 6

    paa %*ap p*as ala $ 10

    d*%*au luasa 6 x 10 2

    beba e"a%a a*ba% beba %*%*

    $ 0.8 %/2

    $ 1.6 %.

    (enu)an*an

    oe ul%**% (u) $ 16 #

    eba" asus* $ 1000

    5ebal pla% ( ) $ 1

    u%u be%o (&c') $ 22. pa

    u%u baa (&7) $ 240 pa

    *ae%e" %ulaa $ 12

    a"a %ulaa ( s ) $ 10 10

    Vc=(1+1/)1/6.s"%(&c').bo.d < 1/3.s"%(&c').bo.d

    =a/b

    Vc=(1+1/)1/6.s"%(&c').bo.d

    Vc=(1+1/)1/6.s"%(&c')).(2.(a+d)+2(b+d)).d

    %aa=Vu/

    wu = %;1

    4

    6

    1,

    1,0,

    0,

    0,

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    spuw-1 303829243.xls

    ula %ulaa () $ 6.66666 b

    uas %ul %a"* ( s%) $ 3.9822 2

    ds $ 4

    d' $ 130

    Be%a $ 0.8

    :s $ 200000 pa

    a = s.&7/(0,8.&c'.b) $ 9.46138

    ap.ul%**% =5s.(d'-a/2)

    ap.ul%**% =s.&7.(d'-a/2) $ 22.6681 #

    ap = 0,8.ap.ul% $ 18.135 KN# > u + 16 KN# Ok!

    Tinjauan a-a ukun* Tana/

    as*l e7el*d*a 5aa

    >le %. #e%*"a :*ee"* ?osul%a%s

    e*s 5aa asl* $ s*l%7 cla7 @e"7 so&%

    (Ae% des*%7) $ 1.526 %/3

    (ale o& *%e"al &"*c%*o) $ 3

    c (coes*o) $ 0.05/c2

    % (%*bua %aa e"a) $ 115c

    na)isa Tera*/i

    $ 0 5

    c $ . .3

    $ 1 1.6

    $ 0 0.

    $ 3

    c $ 6.66

    $ 1.36

    $ 0.3

    $ 0.43 /c2

    C ( sa&e%7 &ac%o") $ 3

    a %aa asl* = ul%/C $ 0.11 /c2 = 6 #/2

    $ 0.6 k*#2 = 60 #/2

    $ 0.1298 k*#2 a : 0.151 k*#2 Ok!

    Tinjauan Te'a) (erkerasan

    $ 12 %

    $ 1.2 $os%. ala "a7a .D. oeda"soo, al 16

    Tana/ as)i

    $ 0.11 /c2

    %e'a) %ana/ #era/

    $ 112.428 c < lap = 11 c >E

    Tana/ era/ (aa%

    ?BF (asus*) 6 8 9 10 11 12

    %e'a) erkerasan #

    24.43632 22.30 21 6 18.214 1 16.4 1.4

    = 16.s"%(/?BF) 24.809 22.62 21 9 18.4 1 16.11 16

    sus* ?BF 5*bua 5aa e"a ada% $ 10 G5ebal la% Be%o $ 17.5 #

    %injauan ean%i"n j"in%

    a7a ese" 2 eda"aa $ 24 %

    Vu $ 40000 /'

    %ul $ 12

    u%u baa $ 240pa

    s%=Vu/(0,6.&7) $ 2.8 2

    s=1/4.p*.dH2 $ 113.04 2

    = s%/s $ 2.4341 b/'

    d*ab*l a"a as*u %ulaa $ 300

    ad* d*uaa %ulaa expa%*o $ ia.12 300 ##

    paa %ulaa =2.(30.d) $ 20

    #apas*%as ese" $ 32.2

    o

    ul% = 1,3.c.c.+.+0,4..B.

    5abel 5e"sa* u%u *la* $,c,,

    D%u sudu% ese" () o

    ul% = 1,3.c.c.+.+0,4..B.

    %e"ad* %aa e"a = %/

    %e"ad* %aa asl* (e%oda 1$2)

    &a%o" epada%a lalul*%as ()

    lalu l*%as a"a ()

    duu

    = s"%(/(2..))

    = s"%(./(1,6..?BF))

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    spuw-1 303829243.xls

    $ 32.55552 % > 24 % Ok!

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    Jalan Beton BPU

    -- Beban Fork Lift---

    Tinjauan Geser

    Vu 0,6.Vc : 104.521 KN Ok!

    Tinjauan Momen Lenu

    "e#an Tiik

    ditinau *ua %lat 45(* *)#2 = #2

    = 10 ./#2

    = 10 ./#

    $u = /217u1*2 = 162 .1#

    $enu%an&an

    $o#en ulti#it ($u) = 162 .#

    *ebar au#i = 000 ##

    8ebal %lat ( 9 ) = 20 ##

    $utu beton (!c") = 221 $%a$utu baa (!') = 20 $%a

    :ia#eter tulangan = 10 ##

    Jara tulangan ( ) = 200 ##

    Ju#la9 tulangan (n) = b9

    *ua tul tari ( 4t) = ;216;;

    d = 0 ##

    d" = 0 ##

    Bet9a = 01

    = 200000 $%a

    a = 41!'/(0,1!c"1b) = 1;2;; ##

    $a%1ulti#it =81(d"-a/2)

    $a%1ulti#it =41!'1(d"-a/2) = 6162 .#

    $a% = 0,1$a%1ult = 5.0'2 KNm > Mu ( 4.63 KNm Ok!

    "e#an #eja%an 01

    ara gandar de%an-belaang = 16 #01;6

    21-#

    ara roda anan-iri = 01;6 #

    beban roda endaraan = 10 t 01

    lebar rencana = 21 # 16#

    %anang tia% %ia alan = 6 # 6 #

    ditinau luaan 21 6 #2

    beban #erata aibat beban titi 0

    3# = 01;

    $ = 0166 t1# 10200 28

    $enu%an&an

    $o#en ulti#it ($u) = 166 .#

    *ebar au#i = 000 ## 48

    8ebal %lat ( 9 ) = 20 ##$utu beton (!c") = 221 $%a

    $utu baa (!') = 20 $%a

    :ia#eter tulangan = 0 ##

    Vc=(+/)/613rt(!c")1bo1d < /13rt(!c")1bo1d

    =a/b

    Vc=(+/)/613rt(!c")1bo1d

    Vc=(+/)/613rt(!c"))1(21(a+d)+2(b+d))1d

    tana9=Vu/4

    7u = tn9> #

    ##2

    t/#2

    6-200

    Pasir urug t.5cm

    c#

    Pair urug t1c#2c#

    0c

    #

    Gela# 10600

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    d" = 0 ##

    Bet9a = 01

    = 200000 $%a

    a = 41!'/(0,1!c"1b) = 1;2;; ##

    $a%1ulti#it =81(d"-a/2)

    $a%1ulti#it =41!'1(d"-a/2) = 6162 .#

    $a% = 0,1$a%1ult = 5.0'2 KNm > Mu ( 3.16 KNm Ok!

    Tinjauan )a*a +ukun& Tana

    (?et denit') = 1.363 0.14

    (angle o! internal !riction) = 5c (co9eion) = 0.06

    0

    -na%ia Te/a&i

    = 0 5

    .c = 1 12

    .3 = 16

    = 0 01

    =

    .c = 12

    .3 = 16

    = 01

    = 01;

    @& ( a!et' !actor) = 21

    3a tana9 ali = 3ult/@& = 012; = 21;2; ./$2

    = 0102

    = 0.4 = 10 ./$2

    = 0.3705

    = 01

    Aencana u#la9 gela# =

    = 01 > a : 0.371 k&cm2 Ok!

    injauan eanion join

    ga'a geer 2 endaraan = 01;2 t

    Vu = 200 ./#"

    tul = ##

    #utu baa = 240 $%a

    4t=Vu/(0,61!') = 261;

    4=/1%9i1d2 = 012

    n = 4t/4 = 21 b9/#"

    dia#bil ara #ai#u# tulangan = 200 ##

    adi digunaan tulangan e%antion = +ia. 200 mm

    %anang tulangan =21(01d) = 0 ##

    a%aita geer = 20 .

    = 21.7037 > 10.'2 Ok!

    t/#2 = g/c#2

    o

    g/c#2

    3ult = ,1c1.c1+1d!1.3+0,11B1.

    8abel 8erag9i untu nilai 5,.c,.3,.

    .

    Cntu udut geer() o

    .

    3ult = ,1c1.c1+1d!1.3+0,.1B1. g/c#2

    g/c#2

    :a'a duung gela#0-600 g/c#2

    teradi tana9 ti#bunan = Pt/4 g/c#2

    teradi tana9 ali (#etoda 52) g/c#2

    :a'a duung gela# total0-600 g/c#2

    b9/#2

    total

    ##2

    ##2

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    8/33Gudang olie PH/Jln-beton

    Guang olie P! "#

    -- $alan beton---

    Tinjauan Geser

    Vu 0,6.Vc : 223.534 KN Ok!

    Tinjauan Momen Lenu

    "e#an Tiik

    ditinau *ua %lat 45(* *)#2 = #2

    = 61 ./#2

    = 61 ./#

    $u = /217u1*2 = 10 .1#

    $enu%an&an

    $o#en ulti#it ($u) = 10 .#

    *ebar au#i = 000 ##

    8ebal %lat ( 9 ) = 200 ##

    $utu beton (!c") = 221 $%a

    $utu baa (!') = 2%0 $%a

    :ia#eter tulangan = 12 ##

    Jara tulangan ( ) = 150 ##

    Ju#la9 tulangan (n) = 616666 b9

    *ua tul tari ( 4t) = 1;2

    d = 0 ##

    d" = 0 ##

    Bet9a = 01

    = 200000 $%a

    a = 41!'/(0,1!c"1b) = ;16 ##

    $a%1ulti#it =81(d"-a/2)

    $a%1ulti#it =41!'1(d"-a/2) = 2612 .#

    $a% = 0,1$a%1ult = 21.030 KNm > Mu ( 7.0' KNm Ok!

    "e#an #eja%an 0162ara gandar de%an-belaang = 2 #

    1#

    ara roda anan-iri = 1 #

    beban roda endaraan = 16 t 0162

    lebar rencana = # 2#

    %anang tia% %ia alan = # #

    ditinau luaan #2

    beban #erata aibat beban titi 2

    3# = 1

    $ = 1; t1# 12150 212

    $enu%an&an

    $o#en ulti#it ($u) = 1; .# 20 c#

    *ebar au#i = 000 ## 412

    8ebal %lat ( 9 ) = 200 ## 20 c#

    $utu beton (!c") = 221 $%a$utu baa (!') = 20 $%a

    Vc=(+/)/613rt(!c")1bo1d < /13rt(!c")1bo1d

    =a/b

    Vc=(+/)/613rt(!c")1bo1d

    Vc=(+/)/613rt(!c"))1(21(a+d)+2(b+d))1d

    tana9=Vu/4

    7u = tn9> #

    ##2

    t/#2

    6-200

    Pair urug t1c#

    c#

    Pair uru t1c#2c#

    0c#

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    9/33Gudang olie PH/Jln-beton

    :ia#eter tulangan = 2 ## #

    Jara tulangan ( ) = 0 ##

    Ju#la9 tulangan (n) = 616666 b9

    *ua tul tari ( 4t) = 1;2

    d = 0 ##

    d" = 0 ##

    Bet9a = 01

    = 200000

    a = 41!'/(0,1!c"1b) = ;16 ##

    $a%1ulti#it =81(d"-a/2)

    $a%1ulti#it =41!'1(d"-a/2) = 2612 .#$a% = 0,1$a%1ult = 21.030 KNm > Mu ( 1.' KNm Ok!

    Tinjauan )a*a +ukun& Tana

    Hail Pen'elidian 8ana9

    Dle9 Pt1 etira ngineering Eonultant

    Jeni 8ana9 ali 5 ilt' cla' Fer' o!t

    (?et denit') = 1.363

    (angle o! internal !riction) = 5

    c (co9eion) = 0.06

    t (ti#bunan tana9 #era9) = 110 c#

    -na%ia Te/a&i

    = 0 5

    .c = 1 1

    .3 = 16

    = 0 01

    =

    .c = 1

    .3 = 16

    = 01

    = 01;;

    @& ( a!et' !actor) =

    3a tana9 ali = 3ult/@& = 01200 = ;1;6 ./$2= 0.6 = 61 ./$2

    = 0.1257 a : 0.2 k&cm2 Ok!

    Tinjauan Te#a% $ekeaan

    P = 1 t

    = 12

    Tana a%i

    = 01200

    e#a% ana mea

    = ;10 c# < H la% = 0 c# D

    Tana Mea $a+a

    6 ; 0 2EBA (au#i)

    e#a% ekeaan cm8

    21 216; 20 1 1 61; 610 1

    9 = 613rt(P/EBA) 210; 22 20 ;10; 1;6 10 612 1

    4u#i EBA 8i#bunan 8ana9 $era9 Padat = 0

    8ebal Plat Beton = 12 cm

    injauan eanion join

    ga'a geer 2 endaraan = 2216 t

    Vu = 00 ./#"

    tul = 12 ##

    #utu baa = 240 $%a

    4t=Vu/(0,61!') = 2621

    4=/1%9i1d2 = 10

    ##2

    t/#2

    o

    g/c#2

    3ult = ,1c1.c1+31.3+0,11B1.

    8abel 8erag9i untu nilai 5,.c,.3,.

    .

    Cntu udut geer() o

    .

    3ult = ,1c1.c1+31.3+0,.1B1. g/c#2

    g/c#

    2

    teradi tana9 #era9 = Pt/4 g/c#2

    teradi tana9 ali (#etoda 52) g/c#2

    !ator e%adatan lalulinta()

    lalu linta arang()

    duung g/c#2

    9 = 3rt(P/(2..))

    9 = 3rt(1P/(,6.1EBA))

    ##2

    ##2

    1

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    Gudang olie PH/Jln-beton

    n = 4t/4 = 2122; b9/#"

    dia#bil ara #ai#u# tulangan = 00 ##

    adi digunaan tulangan e%antion = +ia.12 300 mm

    %anang tulangan =21(01d) = 20 ##

    a%aita geer = 2 .

    = 32.5555 > 22.6 Ok!

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    Jalan Beton BPU

    -- Beban Fork Lift---

    Tinjauan Geser

    Vu 0,6.Vc : 104.521 KN Ok!

    Tinjauan Momen Lenu

    "e#an Tiik

    ditinau *ua %lat 45(* *)#2 = #2

    = 12; ./#2

    = 12; ./#

    $u = /217u1*2 = 6106; .1#

    $enu%an&an

    $o#en ulti#it ($u) = 6106; .#

    *ebar au#i = 000 ##8ebal %lat ( 9 ) = 20 ##

    $utu beton (!c") = 221 $%a

    $utu baa (!') = 20 $%a

    :ia#eter tulangan = 10 ##

    Jara tulangan ( ) = 200 ##

    Ju#la9 tulangan (n) = b9

    *ua tul tari ( 4t) = ;216;;

    d = 0 ##

    d" = 0 ##

    Bet9a = 01

    = 200000 $%a

    a = 41!'/(0,1!c"1b) = 1;2;; ##

    $a%1ulti#it =81(d"-a/2)

    $a%1ulti#it =41!'1(d"-a/2) = 106 .#$a% = 0,1$a%1ult = 5.46 KNm Mu ( 6.41 KNm NO!

    "e#an #eja%an 01

    ara gandar de%an-belaang = 16 #01;6

    21-#

    ara roda anan-iri = 01;6 #

    beban roda endaraan = 12; t 01

    lebar rencana = 21 # 16#

    %anang tia% %ia alan = # #

    ditinau luaan 21 #2

    beban #erata aibat beban titi 0

    3# = 21

    $ = 01 t1# 10200 28

    $enu%an&an

    $o#en ulti#it ($u) = 16;; .#12c(

    *ebar au#i = 000 ## 48

    8ebal %lat ( 9 ) = 20 ##

    $utu beton (!c") = 221 $%a

    Vc=(+/)/613rt(!c")1bo1d < /13rt(!c")1bo1d

    =a/b

    Vc=(+/)/613rt(!c")1bo1d

    Vc=(+/)/613rt(!c"))1(21(a+d)+2(b+d))1d

    tana9=Vu/4

    7u = tn9> #

    ##2

    t/#2

    c#

    6-200

    Pasir urug t.5cm0c#

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    *ua tul tari ( 4t) = 21;;

    d = 0 ##

    d" = 0 ##

    Bet9a = 01

    = 200000 $%a

    a = 41!'/(0,1!c"1b) = 6106 ##

    $a%1ulti#it =81(d"-a/2)

    $a%1ulti#it =41!'1(d"-a/2) = ;1602 .#

    $a% = 0,1$a%1ult = 7.712 KNm Mu ( .75 KNm NO!

    Tinjauan )a*a +ukun& Tana(?et denit') = 1.27' 0.13

    (angle o! internal !riction) = 4

    c (co9eion) = 0.06

    d! 0

    -na%ia Te/a&i

    = 0 5

    .c = 1 12

    .3 = 16

    = 0 01

    =

    .c = 61;;

    .3 = 1

    = 01

    = 0166

    @& ( a!et' !actor) = 21

    3a tana9 ali = 3ult/@& = 0122 = 22162 ./$2

    = 0102

    = 0.5 = 122 ./$2

    = 0.51252

    = 0126

    Aencana u#la9 gela# =

    = 01 > a : 0.513 k&cm2 Ok!

    injauan eanion join

    ga'a geer 2 endaraan = 01;2 t

    Vu = 200 ./#"

    tul = ##

    #utu baa = 240 $%a

    4t=Vu/(0,61!') = 261;

    4=/1%9i1d2 = 012

    n = 4t/4 = 21 b9/#"

    dia#bil ara #ai#u# tulangan = 200 ##

    adi digunaan tulangan e%antion = +ia. 200 mm

    %anang tulangan =21(01d) = 0 ##

    a%aita geer = 20 .

    = 21.7037 > 10.'2 Ok!

    ##2

    t/#2 = g/c#2

    o

    g/c#2

    3ult = ,1c1.c1+1d!1.3+0,11B1.

    8abel 8erag9i untu nilai 5,.c,.3,.

    .

    Cntu udut geer() o

    .

    3ult = ,1c1.c1+1d!1.3+0,.1B1. g/c#2

    g/c#2

    :a'a duung gela#0-600 g/c#2

    teradi tana9 ti#bunan = Pt/4 g/c#2

    teradi tana9 ali (#etoda 52) g/c#2

    :a'a duung gela# total0-600 g/c#2

    b9/#2

    total

    ##2

    ##2

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    0.29

    11.43983

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    18/33pla% bl 303829243.xls

    Pelat lantai BLK d*s%"*bus* bebabeba %o%al depa G belaa

    0 3800 1440 0.39 2360 0.6210

    da%a 100 1601 1600.8

    200 162

    beba ada" depa (%"u) = 10 %o 300 1922

    &c' u%u be%o = 22.5pa 400 2083

    %ebal pla% = 15c 00 2244

    d*ae%e" %ulaa = 12 600 240

    u%u baa %ulaa = 240 pa 00 266

    a"a %ulaa = 150 c 800 226

    %** dec* = 40 900 288

    a"a ada" depa-belaa = 4 1000 3048

    a"a "oda aa-*"* = 1.75 1100 3209

    leba" "oda = 20c 1200 330

    paa %apa = 12.5c 1300 330

    leba" p*as la%a* = 6.1 1400 3691

    paa p*as la%a* = 6.7 100 382

    1600 4013

    as*l aal*sa 100 414

    ce apas*%as ese" I 0,6.Vc $ 144.26 >E 1800 4334

    ce apas*%as le%u" I u = 6.2 # >E 1900 449

    da7a duu %aa 1.109866 %/2 2000 466

    2100 481

    aal*sa 2200 498

    Tinjauan Geser 2300 138Vu u + 6.25 KN# Ok!

    Vc=(1+1/)1/6.s"%(&c').bo.d < 1/3.s"%(&c').bo.d

    =a/b

    Vc=(1+1/)1/6.s"%(&c').bo.d

    Vc=(1+1/)1/6.s"%(&c')).(2.(a+d)+2(b+d)).d

    %aa=Vu/

    wu = %;1

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    pla% bl 303829243.xls

    Tinjauan a-a ukun* Tana/

    as*l e7el*d*a 5aa

    e*s 5aa asl* $ s*l%7 cla7 @e"7 so&%

    (Ae% des*%7) = 1.526 %/3 -----I as* asus* (ale o& *%e"al &"*c%*o) = 3

    c (coes*o) = 0.05/c2

    % (%*bua %aa e"a) = 100c

    na)isa Tera*/i

    = 0 5

    c = . .3

    = 1 1.6

    = 0 0.

    = 3

    c = 6.66

    = 1.36

    = 0.3

    = 0.43 /c2

    C ( sa&e%7 &ac%o") = 3

    a %aa asl* = ul%/C = 0.11 /c2 = 6 #/2

    = 0.5 k*#2 = 0 #/2

    = 0.125 k*#2 a : 0.151 k*#2 Ok!

    o

    ul% = 1,3.c.c.+.+0,4..B.

    5abel 5e"sa* u%u *la* $,c,,

    D%u sudu% ese" () o

    ul% = 1,3.c.c.+.+0,4..B.

    %e"ad* %aa e"a = %/

    %e"ad* %aa asl* (e%oda 1$2)

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    1 2 3 4

    c

    0 . 1 0 = 4

    1 6.02 1.12 0.1 = 6.98

    2 6.34 1.24 0.2

    3 6.66 1.36 0.3

    4 6.98 1.48 0.4 .3 1.6 0.

    6 .6 1.82 0.64

    8.22 2.04 0.8

    8 8.68 2.26 0.92

    9 9.14 2.48 1.06

    10 9.6 2. 1.2

    11 10.26 3.04 1.46

    12 10.92 3.38 1.2

    13 11.8 3.2 1.98

    14 12.24 4.06 2.24

    1 12.9 4.4 2.

    16 13.86 31 14.82 .6 3.

    18 1.8 1.8 1.8

    19 16.4 16.4 16.4

    20 1. .4

    21 19.18 19.18 19.18

    22 20.66 20.66 20.66

    23 22.14 10.8 .82

    24 23.62 11.64 8.6

    2 2.1 12. 9.

    26 2.2 14.66 11.

    2 29.94 16.62 13.

    28 32.36 18.8 1.29 34.8 20.4 1.

    30 3.2 22. 19.

    31 41.0 26 23.

    32 44.9 29. 2.8

    33 48. 33 31.92

    34 2.6 36. 36

    3 .8 41.4 42.4

    36 6.38 49.38 4

    3 2.96 .36 6.6

    38 80.4 6.34 .2

    39 88.12 3.32 88.8

    40 9. 81.3 100.441 111.02 99. 139.82

    42 126.34 118.1 19.24

    43 141.66 136. 218.66

    44 16.98 14.9 28.08

    4 12.3 13.3 29.

    46 200.966 211. 48.366

    4 229.6333 249. 619.2333

    48 28.3 28.9 80.1

    ,de"aa%

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    49 302.9 31. 966.6

    0 34. 41.1 113.2

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    bl2 303829243.xls

    Dermaga BLK

    -- jalan beton---

    Tinjauan Geser

    Vu 0,6.V : 91.243 KN Ok!

    Tinjauan "#en $en%ur

    &e'an Ti%ik

    d*%*au uas pla% $( x )2 = 1 2

    = 40 #/2

    = 40 #/

    u = 1/2.wu.2 = #.

    (enu)an*an

    oe ul%**% (u) = #

    eba" asus* = 1000

    5ebal pla% ( ) = 10

    u%u be%o (&c') = 22. pa

    u%u baa (&7) = 240 pa

    *ae%e" %ulaa = 12

    a"a %ulaa ( s ) = 150

    ula %ulaa () = 6.66666 b

    uas %ul %a"* ( s%) = 3.9822 2

    ds = 3

    d' = 11

    Be%a = 0.8

    :s = 200000 pa

    a = s.&7/(0,8.&c'.b) = 9.46138

    ap.ul%**% =5s.(d'-a/2)

    ap.ul%**% =s.&7.(d'-a/2) = 19.9383 #

    ap = 0,8.ap.ul% = 15.963 KN# > u + 5 KN# Ok!

    &e'an 'erja)an

    a"a ada" depa-belaa = 4

    a"a "oda aa-*"* = 1.

    beba "oda eda"aa = 4 %

    leba" "ecaa = 6.1

    paa %*ap p*as ala = 6.

    d*%*au luasa 6.1 x 6. 2

    beba e"a%a a*ba% beba %*%*

    = 0.829 %/2

    = 1.6941 %.

    (enu)an*an

    oe ul%**% (u) = 1.6941 #

    eba" asus* = 1000

    5ebal pla% ( ) = 10

    u%u be%o (&c') = 22. pa

    u%u baa (&7) = 240 pa

    *ae%e" %ulaa = 12

    a"a %ulaa ( s ) = 10 6.

    Vc=(1+1/)1/6.s"%(&c').bo.d < 1/3.s"%(&c').bo.d

    =a/b

    Vc=(1+1/)1/6.s"%(&c').bo.d

    Vc=(1+1/)1/6.s"%(&c')).(2.(a+d)+2(b+d)).d

    %aa=Vu/

    wu = %;1

    4

    6

    1,

    1,0,

    0,

    0,

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    bl2 303829243.xls

    ula %ulaa () = 6.66666 b

    uas %ul %a"* ( s%) = 3.9822

    ds = 3

    d' = 11

    Be%a = 0.8

    :s = 200000 pa

    a = s.&7/(0,8.&c'.b) = 9.46138

    ap.ul%**% =5s.(d'-a/2)

    ap.ul%**% =s.&7.(d'-a/2) = 19.9383 #

    ap = 0,8.ap.ul% = 15.963 KN# > u + 15.66 KN# Ok!

    Tinjauan a-a ukun* Tana/

    as*l e7el*d*a 5aa

    >le %. #e%*"a :*ee"* ?osul%a%s

    e*s 5aa asl* $ s*l %7 cla7 @e"7 so&%

    (Ae% des*%7) = 1 = 1

    (ale o& *%e"al &"*c%*o) = 28

    c (coes*o) = 0.05

    % (%*bua %aa e"a) = 115c

    na)isa Tera*/i

    = 28

    c = 32.36 = 18.8

    = 1.

    = 2.0

    C ( sa&e%7 &ac%o") = 3

    a %aa asl* = ul%/C = 0.91 = 91.666

    = 0.4 = 40

    = 0.086533 a : 0.917 k*#2 Ok!

    Tinjauan Te'a) (erkerasan

    = 8 %

    = 1.2

    Tana/ as)i= 0.91 /c2

    %e'a) %ana/ #era/

    = 3.2692 c < lap = 11 c >E

    Tana/ era/ (aa%

    ?BF (asus*) 6 8 9 10 11 12

    %e'a) erkerasan #

    19.921 18.214 1 6 14.81 3 8 12.89

    = 16.s"%(/?BF) 20.2388 18.4 1 16 1.08 08 8 13.064

    sus* ?BF 5*bua 5aa e"a ada% = 10 G

    5ebal la% Be%o = 15 #

    %injauan ean%i"n j"in%a7a ese" 2 eda"aa = 16 %

    Vu = 26666.6 /'

    %ul = 12

    u%u baa = 240pa

    s%=Vu/(0,6.&7) = 18.182 2

    s=1/4.p*.dH2 = 113.04 2

    = s%/s = 1.63822 b/'

    d*ab*l a"a as*u %ulaa = 300

    ad* d*uaa %ulaa expa%*o = ia.12 300 ##

    paa %ulaa =2.(30.d) = 20

    #apas*%as ese" = 32.2

    = 32.55552 % > 16 % Ok!

    2

    %/3 "/c3

    o

    /c2

    ul% = 1,3.c.c.+.+0,4..B.

    5abel 5e"sa* u%u *la* $,c,,

    D%u sudu% ese" () o

    ul% = 1,3.c.c.+.+0,4..B. /c2

    /c2 #/2

    %e"ad* %aa e"a = %/ /c2 #/3

    %e"ad* %aa asl* (e%oda 1$2) /c2

    &a%o" epada%a lalul*%as ()

    lalu l*%as a"a ()

    duu

    = s"%(/(2..))

    = s"%(./(1,6..?BF))

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    bl2 303829243.xls

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    bl2 303829243.xls

    .c = 216

    .3 1

    1.

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    d expo 303829243.xls

    Dermaga export DD

    -- Plat beton !ontainer "tanpa #$ Pan!ang%---

    Tinjauan Geser

    Vu Vu : 75 KN Ok!

    1/3.s"%(&c').bo.d = 716.2938 KN > 0,6.V : 393.962 KN Ok!

    Tinjauan "#en $en%ur

    &e'an Ti%ik

    d*%*au uas pla% $( x )2 = 1 2

    = #/2

    = #/

    u = 1/2.wu.2 = 9.3 #.

    (enu)an*an

    oe ul%**% (u) = 9.3 #

    eba" asus* = 1000

    5ebal pla% ( ) = 300

    u%u be%o (&c') = 22. pa

    u%u baa (&7) = 240 pa

    *ae%e" %ulaa = 12

    a"a %ulaa ( s ) = 150 ula %ulaa () = 6.66666 b

    uas %ul %a"* ( s%) = 3.9822 2

    ds = 30

    d' = 20

    Be%a = 0.8

    :s = 200000 pa

    a = s.&7/(0,8.&c'.b) = 9.46138

    ap.ul%**% =5s.(d'-a/2)

    ap.ul%**% =s.&7.(d'-a/2) = 48.0019 #

    ap = 0,8.ap.ul% = 38.402 KN# > u + 9.38 KN# Ok!

    &e'an #era%a

    a"a a* cou%a*e" depa-belaa = 12.2

    a"a a* cou%a*e" aa-*"* = 2.4

    beba sa%u a* cou%a*e" = . %leba" "ecaa = 2.4

    paa %*ap p*as = 12.2

    d*%*au luasa 2.4 x 12.2 2

    ula %apa dala luasa 2.4 x 12.2 2 = 4 b

    beba e"a%a a*ba% beba %*%*

    = 0.99984

    = 18. %.

    (enu)an*an

    oe ul%**% (u) = 18. #

    eba" asus* = 1000

    2.4

    (

    5ebal pla% ( ) = 300

    u%u be%o (&c') = 22. pa

    u%u baa (&7) = 240 pa

    Vc=(1+1/)1/6.s"%(&c').bo.d < 1/3.s"%(&c').bo.d

    =a/b

    Vc=(1+1/)1/6.s"%(&c').bo.d

    Vc=(1+1/)1/6.s"%(&c')).(2.(a+d)+2(b+d)).d

    %aa=Vu/

    wu = %;1

    %/2

    J

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    d expo 303829243.xls

    *ae%e" %ulaa = 12 12.2

    a"a %ulaa ( s ) = 10

    ula %ulaa () = 6.66666 b

    uas %ul %a"* ( s%) = 3.9822 8

    ds = 30

    d' = 20

    Be%a = 0.8

    :s = 200000 pa 18. %.

    a = s.&7/(0,8.&c'.b) = 9.46138

    ap.ul%**% =5s.(d'-a/2)

    ap.ul%**% =s.&7.(d'-a/2) = 48.0019 #

    ap = 0,8.ap.ul% = 38.402 KN# u + 187.5 KN# NO!

    Tinjauan a-a ukun* Tana/

    as*l e7el*d*a 5aa

    >le %. #e%*"a :*ee"* ?osul%a%s

    e*s 5aa asl* $ s*l%7 cla7 @e"7 so&%

    (Ae% des*%7) = 1.279 = 1.29

    (ale o& *%e"al &"*c%*o) = 5

    c (coes*o) = 0.05

    % (%*bua %aa e"a) = 70c

    na)isa Tera*/i

    =

    c = .3

    = 1.6

    = 0.

    = 0.02

    C ( sa&e%7 &ac%o") = 1.

    = 0.75 =

    = 0.334751 a : 0.75 k*#2 N" Ok!

    2 %2

    %/3 "/c3

    o

    /c2

    ul% = 1,3.c.c.+.+0,4..B.

    5abel 5e"sa* u%u *la* $,c,,D%u sudu% ese" () o

    ul% = 1,3.c.c.+.+0,4..B. /c2

    %e"ad* %aa e"a = %/ /c2 #/2

    %aa =Kul%/C /c2

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    d expo 303829243.xls

    .c = 1

    .3 16

    01.

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    d expo (2) 303829243.xls

    Dermaga export DD

    -- Plat beton !ontainer---

    Tinjauan Geser

    Vu Vu : 262.5 KN Ok!

    1/3.s"%(&c').bo.d = 629.1019 KN > 0,6.V : 346.006 KN Ok!

    Tinjauan "#en $en%ur

    &e'an Ti%ik

    d*%*au uas pla% $( x )2 = 1 2

    = 262. #/2

    = 262. #/

    u = 1/2.wu.2 = 32.812 #.

    (enu)an*an

    oe ul%**% (u) = 32.812 #

    eba" asus* = 1000

    5ebal pla% ( ) = 300

    u%u be%o (&c') = 22. pa

    u%u baa (&7) = &'0 pa

    *ae%e" %ulaa = 1&

    a"a %ulaa ( s ) = 150 ula %ulaa () = 6.66666 b

    uas %ul %a"* ( s%) = 884.8819 2

    ds = 0

    d' = 20

    Be%a = 0.8

    1.:s = 200000 pa

    a = s.&7/(0,8.&c'.b) = 18.0446

    ap.ul%**% =5s.(d'-a/2) 4

    ap.ul%**% =s.&7.(d'-a/2) = 83.1623 #

    ap = 0,8.ap.ul% = 66.530 KN# > Mu = 32.81 KNm Ok!

    &e'an #era%a

    a"a a* cou%a*e" depa-belaa = 12

    a"a a* cou%a*e" aa-*"* = 2.4 e"a%a

    beba sa%u a* cou%a*e" = 26.2 % p 26.2 %o %*%*

    leba" "ecaa = 2.4 9 %/2

    paa %*ap p*as = 12

    d*%*au luasa 2.4 x 12 2

    ula %apa dala luasa 2.4 x 12 2 = 4 b

    beba e"a%a a*ba% beba %*%*

    = .141 %/2 ob*as* beba 1 ob*as* b

    = 10.2942 %.

    (enu)an*an

    oe ul%**% (u) = 102.942 #

    eba" asus* = 100

    2.4

    (

    5ebal pla% ( ) = 300

    u%u be%o (&c') = 22. pa

    u%u baa (&7) = 390 pa

    Vc=(1+1/)1/6.s"%(&c').bo.d < 1/3.s"%(&c').bo.d

    =a/b

    Vc=(1+1/)1/6.s"%(&c').bo.d

    Vc=(1+1/)1/6.s"%(&c')).(2.(a+d)+2(b+d)).d

    %aa=Vu/

    wu = %;1

    J

    J

    J

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    d expo (2) 303829243.xls

    *ae%e" %ulaa = 13 12

    a"a %ulaa ( s ) = 10

    ula %ulaa () = 11.33333 b

    uas %ul %a"* ( s%) = 104.299

    ds = 0

    d' = 20

    Be%a = 0.8

    :s = 200000 pa %o%al beba

    a = s.&7/(0,8.&c'.b) = 18.0446 l o% 84

    ap.ul%**% =5s.(d'-a/2) 2940

    ap.ul%**% =s.&7.(d'-a/2) = 141.36 # dd%p30 24.3

    ap = 0,8.ap.ul% = 113.101 KN# > Mu = 102.94 KNm Ok! 120.9864

    Tinjauan a-a ukun* Tana/

    as*l e7el*d*a 5aa

    >le %. #e%*"a :*ee"* ?osul%a%s

    e*s 5aa asl* $ s*l%7 cla7 @e"7 so&%

    (Ae% des*%7) = 1.279 = 1.29 d*. 5*a

    (ale o& *%e"al &"*c%*o) = 5 dd %*a

    c (coes*o) = 0.05 dd %*a/2

    % (%*bua %aa e"a) = 60c

    na)isa Tera*/i

    =

    c = .3

    = 1.6

    = 0.

    = 0.02

    C ( sa&e%7 &ac%o") = 1.

    a %aa asl*+dd%*a = ul%/C = 2.113 = 211.23

    = 2.63 = 262.

    = 1.025391 a : 2.113 k*#2 Ok!

    Tinjauan Te'a) (erkerasan

    = 3 %

    = 1.2

    Tana/ as)i

    = 2.113 /c2

    %e'a) %ana/ #era/

    = 1.3028 c < lap = 60 c >E

    Tana/ era/ (aa%

    ?BF (asus*) 6 8 9 10 11 12

    %e'a) erkerasan #

    41.3296 38.09 3 8 31.106 4 26.939

    = 16.s"%(/?BF) 42.33202 38.644 36 4 31.2 3 2 2.32

    sus* ?BF 5*bua 5aa e"a ada% = 10 G

    5ebal la% Be%o = 30#

    %injauan ean%i"n j"in%

    a7a ese" 2 eda"aa = 0 %

    Vu = 11666 /'

    %ul = 12

    u%u baa = 240pa

    s%=Vu/(0,6.&7) = 810.182 2

    s=1/4.p*.dH2 = 113.04 2

    = s%/s = .16243 b/'

    d*ab*l a"a as*u %ulaa = 300

    ad* d*uaa %ulaa expa%*o = ia.12 300 ##

    paa %ulaa =2.(30.d) = 20

    #apas*%as ese" = 32.2

    = 32.55552 % 70 % N"!

    2

    %/3 "/c3

    o

    /c2

    ul% = 1,3.c.c.+.+0,4..B.

    5abel 5e"sa* u%u *la* $,c,,D%u sudu% ese" () o

    ul% = 1,3.c.c.+.+0,4..B. /c2

    /c2 #/2

    %e"ad* %aa e"a = %/ /c2 #/3

    %e"ad* %aa asl* (e%oda 1$2) /c2

    &a%o" epada%a lalul*%as ()lalu l*%as a"a ()

    duu

    = s"%(/(2..))

    = s"%(./(1,6..?BF))

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    d expo (2) 303829243.xls

    1.44118 %

    26.2 %

    ba 2

    J

    J

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    p

    l 1.

    %o

    dd%

    2.4

    6 2.

    30x30-. 9

    2.4 %o 8 10.8

    26666.6 /2 9 21.6

    2.66666 /c2 10 33.3

    11 3.1

    12 3.8

    13 40.

    14 44.1

    .c = 1

    .3 16

    01

    1. 28.2604

    10.604

    .