Desain GWT- Final Kirim

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LAPORAN AKHIR STRUKTUR

GROUND WATER TANK

Revisi/Edisi

PT. KARYA DIBYA MANDIRI BENDO-PARE, KEDIRI

Rev

Keterangan

0

Untuk Approval Prepared

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Approved

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DAFTAR ISI

I

II

BAB 1 PENDAHULUAN

1.

Lingkup Pekerjaan

2.

Satuan dan Unit

3.

Material

4.

Standar dan Referensi

5.

Program Bantu

BAB 2 GAMBAR GEOM ET RI DAN PERM ODELAN ST RUKT UR

2.1 Gambar Geometri

III

BAB 3 PERHITUNGAN PEMBEBANAN GWT

3.1 Perhitungan Beban Lateral Pada Dinding 3.2 Perhitungan Beban Aksial

IV

BAB 4 PERENCANAAN TULANGAN STRUKTUR

4.1 Perencanaan Tulangan Dinding 4.2 Perencanaan Tulangan Balok Plat Atap 4.3 Perencanaan Tulangan Plat Atap 4.4 Perencanaan Tulangan Lantai 4.5 Perencanaan Tulangan Balok Ikat (Tie beam)

Tanggal

Hal

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BAB 1 PENDAHULUAN 1.1

LINGKUP PEKERJAAN

Perencanaan gwt untuk Workshop Fabrikasi Baja dan Gedung Parkir Mobil di Pontianak

1.2

SATUAN UNIT

Satuan Unit yang digunakan pada perhitungan adalah;

1.3

Panjang

:

mm, cm, m

Luas

:

mm2, cm2, m2

Volume

:

m3

Gaya

:

kg, kN, N, ton

Momen

:

kg.m, kg.cm, N.mm, kN.m

Tekanan

:

kg/m2, kg/cm2, Mpa

MATERIAL

-

Struktur Baja Mutu Profil Baja (fy)

:

2400

kg/cm2

Mutu Baut (fu)

:

3600

kg/cm2

Mutu Beton

:

Mutu Tulangan Ulir

:

3700

kg/cm2

Mutu Tulangan Polos

:

2400

kg/cm2

-

-

1.4

fc'

21

Mpa

Penutup Atap Bahan

:

Berat Jenis

:

Concrete 2400

kg/m3

STANDAR PERENCANAAN

Standar perencanaan yang digunakan adalah;

1.5

-

SNI 03-2847-2002 atau ACI 318-99

(Analisa Struktur Beton)

-

PPIUG 1983

(Pembebanan Struktur)

PROGRAM BANTU KOMPUTER

-

MICROSOFT OFFICE EXCEL 2007

Hal

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BAB 2 GAMBAR GEOMETRI DAN PERMODELAN STRUKTUR

Hal

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BAB 3 PERHITUNGAN PEMBEBANAN GWT

Dinding GWT

h1

p

y1

.air/h1 3.1 PERHITUNGAN BEBAN LATERAL (BEBAN HORISONTAL) Tekanan Air pada Dindin

Tinggi Per!"##n Air Tinggi )i)i" *er#) *e*#n Hidr+)#)i Ber#) eni Air Te"#n#n Air 3#d# dinding M+en U4)i#)e

$% % 1% Pa1 = 1/2*γ1*h1^2 Mu= y1*Pa1

& & & & &

'.( %./ % /.0 5.%6 5.%6

  )2' T+n T+n- T+n-

3.! PERHITUNGAN BEBAN A"SIAL Be#an Lan$ai

Tinggi Dinding GWT P#n9#ng GWT Le*#r GWT Tinggi Per!"##n Air Ber#) eni Be)+n A!i Te*#4 A)#3 A!i Te*#4 L#n)#i A!i )e*#4 Dinding !4#$ Dinding #r#$ Y !4#$ dinding #r#$ ; Bera$ k%n&$r'k&i  i&i

$ g7) 4 g7) * g7) $% 1*e)+n ) #)#3:*#4+" ) 4#n)#i ) dinding nY n;

& & & & & & & & & &

8 %0.' %0.% '.( .8 0.6 0.' 0.' '.00 .00

W lantai = lgwt*bgwt*t lantai *γ beton

&

/8.50%< )+n

W dinding = (n Y*lgwt+nX*bgwt)*hgwt*t dinding *γ beton

&

%8/.%/ )+n

W atap = lgwt*bgwt*t atap *γ beton

&

<.8 )+n

W ai = lgwt*bgwt*h1*γ ai

&

'56.'% )+n

W !! = lgwt*bgwt*"#2$

&

<.0% )+n

&

*+.,1 T+n

& & & &

%( e# 0./6  %08.6< T+n

Ber#) L#n)#i Ber#) Dinding Ber#) A)#3 Ber#) Ii =#ir> Be*#n Hid!3 A)#3 Ber#) T+)#4

    )2'    e# e#

"e#'$'han Daya d'k'n 1 Tian Pan-an

!4#$ Ti#ng P#n?#ng2*+r 3i4e E@iieni "e4+3+" )i#ng # )+r Ke##n#n =S D## D!"!ng Ti#ng #ng di3er4!"#n

n E S %all = &eat 'otal/(n**1/)

ini#4

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BAB 4 PERENCANAAN TULANGAN STRUKTUR

0.1 Peren-anaan T'anan Dindin G2T (Dindin Seka$) Da$a

K!#) )e"#n "#r#")eri)i" *e)+n K!#) )#ri" 3!)! *#9# )!4#ng#n Tinggi2)e*#4 34#) *e)+n Le*#r P4#) *e)+n #ng di)in9#! De?"ing 2 )inggi 3#?er Tinggi e@e")i@ 3en#3#ng K+e@iien Red!"i M+d!4! E4#)ii)# B#9# T!4#ng#n

@? @ $ * d d C% E 

R$+ ini#4 M+en U4)i#)e

,in =

1#-/.y

M!

P! & %.4g7))#)#31*e)+n : %.<WLL2*g7)

Be*#n A"i#4 U4)i#)e

& & & & & & & &

6.( M3# '50 M3# '00  %000  80  <0  0.(6 00000 MP#

&

0.00'<

& &

5.%6 T+n- 5%,86','''.'' N-

&

%%.68 T+n Pnb

Cs= As'.fy

a

eb

d-d'

Cc= 0.85 fc'.ab

d-a/2

h

Ts1= As1.fy

Ts2= As2.fy

b = 1000 mm

%%6,'<0.00 N R$+ B#4#n?e

(b) = "#$* 0 1 *./.y*(3""/(3""+.y))

&

E"en)rii)#

e = Mu/Pu , = .y/("#$*.) 45 ,a6 = "#7$*b*b*d 45 ,in =  ,in *b*d

& & &

/5./<  %/./( 6,<8(.<8 

&

5''.'' 

8b = 3""*d/(3""+.y) a b = "#$*b

&

%6/.6( 

&

%''.58 

.5="#""9**(b:d)/b .5 Dig!n#"#n .5 451 452 = 7$;*451 45tot = 451 + 452  = 45tot/(b*d)

& F & & & & & & & & &

88/.<5 M3#

L!# )!4#ng#n #i! L!# )!4#ng#n ini!

L!# T!4#ng#n T#ri" =de#in> L!# T!4#ng#n Te"#n =de#in> L!# T!4#ng#n T+)#4

φ Pn b = 0.65.(0.85 fc' a b .b + As'. fs' - As.fy)

Pn = "<$*.*b*d((h:2*e)/2*d)+5t((h:2*e)/2*d)^2+2*,**(1:d/d)) >iguna?an dia,ete @aa?

0.050

@ '50 %000 /60 %/60 0.00/ %,<66,/'5.05 '%,<5<.06

M3# 2 2 2 OK N N

1 1,+ 

0.! Peren-anaan T'anan Ba%k G2T Da$a Ba%k

K!#) )e"#n "#r#")eri)i" *e)+n K!#) )#ri" 3!)! *#9# )!4#ng#n Tinggi B#4+" *e)+n Le*#r B#4+" *e)+n #ng di)in9#! De?"ing 2 )inggi 3#?er Tinggi e@e")i@ 3en#3#ng K+e@iien Red!"i M+d!4! E4#)ii)# B#9# T!4#ng#n

@? @ h = !/13 b = 2/9 h d d C% E

& & & & & & & &

6.( '50 800 '00 0 '(0 0.(6 00000

M3# M3#     MP#

R$+ ini#4



1#-/.y

&

0.00'<

P#n9#ng P4#) Ar#$  =L> P#n9#ng P4#) Ar#$  =L> Te*#4 P4#) =) P4#)>

!y = lgwt/9 !6 = bgwt/2

& &

'.8'''  6.0600 

&

0.%6 

,in =

"er'n$'han Tarik

OK

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Be#an Pada Ba%k Be#an 4a$i

 >! &alo? = b*h* γ beton

&

0.5 T+n2

 >! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*t plat * γ beton *1/!6

&

0.8% T+n2

&

0.( T+n2

&

0.( T+n2

balo? Anteio  !! Plat 6 2

&

0.6/ T+n2

- Be*#n endiri B#4+" - Be*#n Tr#3ei! P4#)

balo? Anteio 

>! Plat 6

2

Be#an Hid'p

- Be*#n Tr#3ei! P4#)  !! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*"#2$ *1/!6 Be*#n K+*in#i => M+en U4)i#)e T!3!#n M! )!3!#n

 = 1<2 >! + 1<3 !!

&

.' T+n2

Mut = 1/13**!6^2

&

'.6< T+n-

&

'6,6<%,<6%.%% N-

M+en U4)i#)e T!3!#n M! 4#3#ng#n

Mul = 1/11**!6^2

&

6.%/ T+n-

& & &

6%,/<,0'/.5( N- (,%
451 452 = $";*451  & A%2=*d>  & A2=*d> (b) = "#$* 0 1 *./.y*(3""/(3""+.y))

& & & &

600  60  0.008 F 0.00

&

0.050

-  = (01*"#$*.*d*1/(.y*d))*(3""/(3"":.y)) .5 = 3""*(1:(("#$*.*01*d)/((:)*.y*d))) K+n)r+4 r$+ #"i!  B= "<7$*b+((.5)/.y) a = (451*.y : 452*.5)/("#$*.*b) M+en K#3#i)# U4)i#)e Pen#3#ng B#4+" =L#3#ng#n> Mu = C *((451*.y:452*.5)*(d : (a/5))+452*.5*(d:d)) T!4#ng#n T#ri" Dig!n#"#n Di#e)er !4#$ T!4#ng#n Te"#n !4#$

& & & & &

0.00 0.00/ =%8.85> 0.0% '8.'/

& & & & &

6<,<<5,%55.'8 N- 13  0 e# 13  ! e#

451 452 = $";*451  & A%2=*d>  & A2=*d>

& & & &

600  60  0.008  0.00

(b) = "#$* 0 1 *./.y*(3""/(3""+.y))

&

0.050

-  = (01*"#$*.*d*1/(.y*d))*(3""/(3"":.y)) .5 = 3""*(1:(("#$*.* 01*d)/((:)*.y*d))) K+n)r+4 r$+ #"i!  B= "<7$*b+((.5)/.y) a = (451*.y : 452*.5)/("#$*.*b) M+en K#3#i)# U4)i#)e Pen#3#ng B#4+" =T!3!#n> Mu = C *((451*.y:452*.5)*(d : (a/5))+452*.5*(d:d)) T!4#ng#n T#ri" Dig!n#"#n Di#e)er !4#$ T!4#ng#n Te"#n !4#$

& & & & &

0.00 0.00/ =%8.85> 0.0% '8.'/

& & & & &

6<,<<5,%55.'8 N-

G## Geer =D )!3!#n> G## Geer =D L#3#ng#n> "e#'$'han T'anan Len$'r (Lapanan)

L!# T!4#ng#n T#ri" =de#in> L!# T!4#ng#n Te"#n =de#in> R$+ T!4#ng#n T#ri" R$+ T!4#ng#n Te"#n R$+ B#4#n?e K+n)r+4 T!4#ng#n Te"#n Le4e$

0.00'< OK

T!4#ng#n Te"#n Be4! Le4e$ M3# @ 3er"ir##n OK  OK

"e#'$'han T'anan Len$'r (T'5p'an)


0.00'< OK


13 55 0 ea 13 55 ! ea

"e#'$'han T'anan Senkan (Lapanan)

D#)# de#in K!#) )#ri" 3!)! *#9# )!4#ng#n Di#e)er de#in T!4#ng#n Geer L!# T!4#ng#n Geer =Av> K+e@ii#n red!"i Geer =J> K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer Si# G## geer g di3i"!4 T!4

@ di# 4D = 1/-*pi()*dia^2*n CE = 5t(.)/3*b*d E5 = Eu : CE En = 2/9*5t(.)*b*d

& & & & & & & &

80 M3# <  6<.66 0.< <0,56.88 =80,8<<.((> 80<,'85.<0

 N N N

T!4 Geer in G++d

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E1 = 1/9*5t(.)*b*d E1

& F

0',%/8.(0 N

51 = 4D*.y*d/E5 2 = d/2 9 = d/Dig!n#"#n

& & & &

@ di# n 4D = 1/-*pi()*dia^2*n CE = 5t(.)/3*b*d E5 = Eu : CE En = 2/9*5t(.)*b*d E1 = 1/9*5t(.)*b*d E1

& & & & & & & & & F

51 = 4D*.y*d/E5 2 = d/2 9 = d/-

& & &

=%6/.'%>  00  %00 

!y = lgwt/9 !6 = bgwt/2

& &

'.8'''  6.0600 

&

0.%6 



#r#" Seng"#ng =%/.88> 00 %00 %00

   

"e#'$'han T'anan Senkan (T'5p'an)

D#)# de#in K!#) )#ri" 3!)! *#9# )!4#ng#n Di#e)er de#in T!4#ng#n Geer !4#$ "#"i )!4 Geer L!# T!4#ng#n Geer =Av> K+e@ii#n red!"i Geer =J> K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer Si# G## geer g di3i"!4 T!4

80 M3#    e# 6<.66  0.< <0,56.88 N =',/(8.(0> N 80<,'85.<0 N 0',%/8.(0 N

T!4 Geer in G++d



#r#" Seng"#ng

0.3 Peren-anaan T'anan Pa$ A$ap G2T Uk'ran Pa$


L24 Le*#r P4#) #ng di)in9#! =*> Tinggi De?"ing =d> Tinggi E@e")i@ P4#) =d> K!#) )e"#n "#r#")eri)i" *e)+n K!#) )#ri" 3!)! *#9# )!4#ng#n Be*#n M#)i =DL> Be*#n Hid!3 =LL> Be*#n )er@#")+r M+en L#3#ng#n =M!4> #r#$ !*! ; M+en L#3#ng#n =M!4> #r#$ !*!  M+en T!3!#n =M!)> #r#$ !*! ; M+en T!3!#n =M!)> #r#$ !*! ; M+en U4)i#)e L#3#ng#n =M! 4#3> M+en U4)i#)e T!3!#n =M! )!>

b d d @? @ DL & )e*#4 P4#)  1 *e)+n

& & & & & &

%.8/ %,000 '0 %0 6.( 80

T7+ 7# S4#*    M3# M3#

&

Ml6 = "#""1*wu*!6^2*17 Mly = "#""1*wu*!y^2*93 Mt6 = "#""1*wu*!6^2*$7 Mty = "#""1*wu*!y^2*73 Mu lap = Ma6(Ml6
& & & & & & & & &

, = .y/("#$*.) Fn = Mu/("#*b*d^2)  = 1/,*(1:5t(1:2*,*Fn/.y))  ,in = 1<-/.y

& & & &

%0.58 0.00%06 M3# 0.0000088 0.006(

(b) = "#$* 0 1 *./.y*(3""/(3""+.y))

&

0.066

,a6 = "#7$*b 45 = ,in*b*d dia @u,lah @aa?

& & & & &

6.** ea 113.+ 55

, = .y/("#$*.) Fn = Mu/("#*b*d^2)  = 1/,*(1:5t(1:2*,*Fn/.y))  ,in = 1<-/.y

& & & &

%0.58 0.000'%' M3# 0.00000%'0 0.006(

(b) = "#$* 0 1 *./.y*(3""/(3""+.y))

&

0.066

LL wu = 1<2 >! + 1<3 !!

0.'< T+n2 0.6 0.(' 0.0% ',<0/.0/ ',6'0.<( %,058.'% /,86'.<6 ',<0/.0/ %,058.'%

T+n2 T+n2 N2 N- N- N -  N -  N- N-

T'anan T'5p'an

L!# T!4#ng#n =A> Dig!n#"#n Di#e)er

0.08 OK /00.00  1* 55

T'an an La an an

No Dokumen


GROUND WATER TANK

Revisi/Edisi



Tanggal

Hal


& & & & &

0.08 OK /00.00 

113.+ 55

!y = lgwt/9 !6 = bgwt/2

& &

6.%600  6.0600 

&

0.' 

1* 55 6.** ea

0.0 Peren-anaan T'anan Pa$ Lan$ai G2T Uk'ran Pa$


L24 Le*#r P4#) #ng di)in9#! =*> Tinggi De?"ing =d> Tinggi E@e")i@ P4#) =d> K!#) )e"#n "#r#")eri)i" *e)+n K!#) )#ri" 3!)! *#9# )!4#ng#n

b d d @? @ DL & )e*#4 P4#)  1 *e)+n

Be*#n M#)i =DL> Be*#n Hid!3 =LL> Be*#n )er@#")+r

LL wu = 1<2 >! + 1<3 !!

M+en L#3#ng#n =M!4> #r#$ !*! ; M+en L#3#ng#n =M!4> #r#$ !*!  M+en T!3!#n =M!)> #r#$ !*! ; M+en T!3!#n =M!)> #r#$ !*! ; M+en U4)i#)e L#3#ng#n =M! 4#3> M+en U4)i#)e T!3!#n =M! )!>

Ml6 = "#""1*wu*!6^2*21 Mly = "#""1*wu*!y^2*21 Mt6 = "#""1*wu*!6^2*$2 Mty = "#""1*wu*!y^2*$2 Mu lap = Ma6(Ml6
& & & & & &

0.5( %,000 80 <0 6.( 80

&

& & & & & & & & &

T7+ 7# S4#*    M3# M3#

0./ T+n2 '.(0 <.58 0.0/ '/,%((.// '(,
T+n2 T+n2 N2 N- N- N -  N -  N- N-

T'anan T'5p'an

, = .y/("#$*.) Fn = Mu/("#*b*d^2)  = 1/,*(1:5t(1:2*,*Fn/.y))  ,in = 1<-/.y (b) = "#$* 0 1 *./.y*(3""/(3""+.y))

& & & &

%0.58 0.00('% M3# 0.0000'8< 0.006(

&

0.066


& & & & &

1+!. 55

, = .y/("#$*.) Fn = Mu/("#*b*d^2)  = 1/,*(1:5t(1:2*,*Fn/.y))  ,in = 1<-/.y (b) = "#$* 0 1 *./.y*(3""/(3""+.y))

& & & &

%0.58 0.00''6/ M3# 0.0000%'55 0.006(

&

0.066


& & & & &


0.08 OK /00.00  1! 55 .** ea

T'anan Lapanan


0.08 OK /00.00  1! 55 .** ea 1+!. 55

0.+ Peren-anaan T'anan Ba%k Ika$ (Tie Bea5) G2T Peren-anaan T'anan Ba%k G2T Da$a Ba%k

K!#) )e"#n "#r#")eri)i" *e)+n K!#) )#ri" 3!)! *#9# )!4#ng#n Tinggi B#4+" *e)+n Le*#r B#4+" *e)+n #ng di)in9#! De?"ing 2 )inggi 3#?er

@? @ h b d

K+e@iien Red!"i M+d!4! E4#)ii)# B#9# T!4#ng#n

C% E

R$+ ini#4



,in =

1#-/.y

& & & & & & & &

6.( '50 <00 800 80

M3# M3#   

0.(6 00000 MP#

&

0.00'<

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Revisi/Edisi


Tanggal

Hal

Uk'ran Pa$


!y = lgwt/2 !6 = bgwt/2

& &

6.%600  6.0600 

&

0.%6 

Be#an Pada Ba%k Be#an 4a$i

 >! &alo? = b*h* γ beton

&

0.6( T+n2

 >! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*t plat * γ beton *1/!6

&

0.86 T+n2

2

&

0.5% T+n2

 >! >inding = G dinding *!6*t dinding * γ beton *1/!6

&

.(( T+n2

 !! plat = ((!6 : !y*tg -$)+!6)*1/-*!y* ai *1/!6

&

8.(0 T+n2

balo? Anteio  !! Plat 6 2

&

5.65 T+n2

 = 1<2 >! + 1<3 !!

&

0.6( T+n2

Mut = 1/13**!6^2

&

'.(% T+n-

&

'(,0(,65 N-

&

8/./ T+n-

& & &

8//,%0,56%.( N- 65 (
451 452 = $";*451  & A%2=*d>  & A2=*d>

& & & &

'000  %600  0.0%' F 0.00/

(b) = "#$* 0 1 *./.y*(3""/(3""+.y))

&

0.050


& & & & &

0.00/ 0.0%0 58.%0 0.0/ ('.05

& & & & &

8(6,(%5,(58.6 N-

451 452 = $";*451  & A%2=*d>  & A2=*d> (b) = "#$* 0 1 *./.y*(3""/(3""+.y))

& & & &

'000  %600  0.0%'  0.00/

&

0.050


& & & & &

0.00/ 0.0%0 58.%0 0.0/ ('.05

& & & & &

8(6,(%5,(58.6 N-

- Be*#n endiri B#4+" - Be*#n Tr#3ei! P4#)

balo? Anteio 

>! Plat 6

Be#an Hid'p

- Be*#n Tr#3ei! P4#)

Be*#n K+*in#i => M+en U4)i#)e T!3!#n M! )!3!#n M+en U4)i#)e T!3!#n M! 4#3#ng#n

Mul = 1/11**!6^2

G# # Geer D )! !#n> G## Geer =D L#3#ng#n> "e#'$'han T'anan Len$'r (Lapanan)


0.00'< OK


!! 55 , ea !! 55 0 ea

"e#'$'han T'anan Len$'r (T'5p'an)


T!4#ng#n Te"#n Be4! Le4e$ M3# @ 3er"ir##n OK 

!! 55 , ea !! 55 0 ea

"e#'$'han T'anan Senkan (Lapanan)

D#)# de#in K!#) )#ri" 3!)! *#9# )!4#ng#n Di#e)er de#in T!4#ng#n Geer

@ di#

& &

0.00'< OK

80 M3# %0 

OK

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Revisi/Edisi

PT. KARYA DIBYA MANDIRI BENDO-PARE, KEDIRI !4#$ "#"i )!4 Geer L!# T!4#ng#n Geer =Av> K+e@ii#n red!"i Geer =J> K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer Si# G## geer g di3i"!4 T!4

Tanggal

n 4D = 1/-*pi()*dia^2*n

Hal

CE = 5t(.)/3*b*d E5 = Eu : CE En = 2/9*5t(.)*b*d E1 = 1/9*5t(.)*b*d E1

& & & & & & & F

 %6/.0( 0.< %%,508.((
51 = 4D*.y*d/E5 2 = d/2 9 = d/Dig!n#"#n

& & & &

'%8.<( '00 00 00

@ di# n 4D = 1/-*pi()*dia^2*n

& & & & & & & &

80 %0  %6/.0( 0.< %%,508.(( %'/,5<.8/ /6(,6%5.< , .

e#  N N N N

Per4! T!4 Geer G++d



#r#" Seng"#ng    

"e#'$'han T'anan Senkan (T'5p'an)

D#)# de#in K!#) )#ri" 3!)! *#9# )!4#ng#n Di#e)er de#in T!4#ng#n Geer !4#$ "#"i )!4 Geer L!# T!4#ng#n Geer =Av> K+e@ii#n red!"i Geer =J> K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer Si# G## geer g di3i"!4 T!4

CE = 5t(.)/3*b*d E5 = Eu : CE En = 2/9*5t(.)*b*d * * * E1

F

M3#  e#  N N N



#r#" Seng"#ng 51 = 4D*.y*d/E5 2 = d/2 9 = d/Dig!n#"#n

& & & &

%6'.0 '00 00 %6'.0

   

Per4! T!4 Geer G++d

Desain GWT- Final Kirim

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