7/25/2019 FILE Tugas Besar Sipil
1/33
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,
7/25/2019 FILE Tugas Besar Sipil
2/33
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))
7/25/2019 FILE Tugas Besar Sipil
3/33
spuw-1 303829243.xls
$ 32.55552 % > 24 % Ok!
7/25/2019 FILE Tugas Besar Sipil
4/33
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
7/25/2019 FILE Tugas Besar Sipil
5/33
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
7/25/2019 FILE Tugas Besar Sipil
6/33
7/25/2019 FILE Tugas Besar Sipil
7/33
7/25/2019 FILE Tugas Besar Sipil
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#
7/25/2019 FILE Tugas Besar Sipil
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
7/25/2019 FILE Tugas Besar Sipil
10/33
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!
7/25/2019 FILE Tugas Besar Sipil
11/33
7/25/2019 FILE Tugas Besar Sipil
12/33
7/25/2019 FILE Tugas Besar Sipil
13/33
7/25/2019 FILE Tugas Besar Sipil
14/33
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#
7/25/2019 FILE Tugas Besar Sipil
15/33
*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
7/25/2019 FILE Tugas Besar Sipil
16/33
7/25/2019 FILE Tugas Besar Sipil
17/33
0.29
11.43983
7/25/2019 FILE Tugas Besar Sipil
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
7/25/2019 FILE Tugas Besar Sipil
19/33
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)
7/25/2019 FILE Tugas Besar Sipil
20/33
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%
7/25/2019 FILE Tugas Besar Sipil
21/33
49 302.9 31. 966.6
0 34. 41.1 113.2
7/25/2019 FILE Tugas Besar Sipil
22/33
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,
7/25/2019 FILE Tugas Besar Sipil
23/33
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$2) /c2
&a%o" epada%a lalul*%as ()
lalu l*%as a"a ()
duu
= s"%(/(2..))
= s"%(./(1,6..?BF))
7/25/2019 FILE Tugas Besar Sipil
24/33
bl2 303829243.xls
7/25/2019 FILE Tugas Besar Sipil
25/33
bl2 303829243.xls
.c = 216
.3 1
1.
7/25/2019 FILE Tugas Besar Sipil
26/33
d expo 303829243.xls
Dermaga export DD
-- Plat beton !ontainer "tanpa #$ 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
7/25/2019 FILE Tugas Besar Sipil
27/33
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
7/25/2019 FILE Tugas Besar Sipil
28/33
d expo 303829243.xls
7/25/2019 FILE Tugas Besar Sipil
29/33
d expo 303829243.xls
.c = 1
.3 16
01.
7/25/2019 FILE Tugas Besar Sipil
30/33
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
7/25/2019 FILE Tugas Besar Sipil
31/33
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))
7/25/2019 FILE Tugas Besar Sipil
32/33
d expo (2) 303829243.xls
1.44118 %
26.2 %
ba 2
J
J
7/25/2019 FILE Tugas Besar Sipil
33/33
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
.
Top Related