Desain GWT- Final Kirim

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Rev

Rev KeteranganKeterangan

0 0

Prepared

Prepared RReevviieeww AApppprroovveedd

Untuk Approval Untuk Approval

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I BAB 1 PENDAHULUAN

1. Lingkup Pekerjaan

2. Satuan dan Unit

3. Material

4. Standar dan Referensi

5. Program Bantu

I I 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

DAFTAR ISI

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

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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;

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 1.3 MATERIAL - Struktur Baja

Mutu Profil Baja (fy) : 2400 kg/cm2

MutuBaut(fu) : 3600 kg/cm2

-BAB 1 PENDAHULUAN

-MutuBeton : fc' 21 Mpa

Mutu Tulangan Ulir : 3700 kg/cm2

Mutu Tulangan Polos : 2400 kg/cm2

- Penutup Atap

Bahan :

BeratJenis : 2400 kg/m3

1.4 STANDAR PERENCANAAN

Standar perencanaan yang digunakan adalah;

- SNI 03-2847-2002 atau ACI 318-99 (Analisa Struktur Beton)

- PPIUG 1983 (Pembebanan Struktur)

1.5 PROGRAM BANTU KOMPUTER

- MICROSOFT OFFICE EXCEL 2007

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BAB 3 PERHITUNGAN PEMBEBANAN GWT

h 1

y 1

p

Dinding GWT

3.1 PERHITUNGAN BEBAN LATERAL (BEBAN HORISONTAL) Tekanan Air pada Dindin

TinggiPer!"##nAir $% & '.( 

Tinggi )i)i" *er#) *e*#n Hidr+)#)i % & %./ 

Ber#) eni Air 1% & % )2'

Te"#n#n Air 3#d# dinding Pa1 = 1/2*γ1*h1^2 & /.0 T+n

M+en U4)i#)e Mu= y1*Pa1 & 5.%6 T+n-

5.%6

T+n-

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

TinggiDindingGWT $g7) & 8 

P#n9#ngGWT 4g7) & %0.' 

Le*#rGWT *g7) & %0.% 

TinggiPer!"##nAir $% & '.( 

Ber#) eni Be)+n 1*e)+n & .8 )2'

A!i Te*#4 A)#3 )#)#3:*#4+" & 0.6 

A!i Te*#4 L#n)#i )4#n)#i & 0.' 

A!i )e*#4 Dinding )dinding & 0.' 

!4#$Dinding#r#$Y nY & '.00 e#

!4#$dinding#r#$; n; & .00 e#

Bera$ k%n&$r'k&i  i&i

Ber#) L#n)#i W lantai = lgwt*bgwt*t lantai *γ beton & /8.50%< )+n

Ber#) Dinding W dinding = (n Y*lgwt+nX*bgwt)*hgwt*t dinding*γ beton & %8/.%/ )+n

Ber#) A)#3 W atap = lgwt*bgwt*t atap*γ beton & <.8 )+n

Ber#) Ii =#ir> W ai = lgwt*bgwt*h1*γ ai & '56.'% )+n

Be*#n Hid!3 A)#3 W !! = lgwt*bgwt*"#2$ & <.0% )+n

Ber#)T+)#4 & *+.,1 T+n

"e#'$'han Daya d'k'n 1 Tian Pan-an

!4#$Ti#ngP#n?#ng2*+r3i4e n & %( e#

E@iieni"e4+3+")i#ng E & 0./6

.

_air

/h1

# )+rKe##n#n=S S & 

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

K!#) )e"#n "#r#")eri)i" *e)+n @? & 6.( M3#

K!#))#ri"3!)!*#9#)!4#ng#n @ & '50 M3#

Tinggi2)e*#434#)*e)+n $ & '00 

Le*#rP4#)*e)+n#ngdi)in9#! * & %000 

De?"ing2)inggi3#?er d & 80 

Tinggie@e")i@3en#3#ng d & <0 

K+e@iien Red!"i C% & 0.(6

M+d!4! E4#)ii)# B#9# T!4#ng#n E & 00000 MP#

R$+ ini#4  ,in = 1#-/.y & 0.00'<

M+en U4)i#)e M! & 5.%6 T+n-

& 5%,86','''.'' N- Be*#n A"i#4 U4)i#)e P! & %.4g7))#)#31*e)+n : %.<WLL2*g7) & %%.68 T+n

BAB 4 PERENCANAAN TULANGAN STRUKTUR

d-d' Ts1= As1.fy Cc= 0.85 fc'.ab a d-a/2 Pnb eb Cs= As'.fy Ts2= As2.fy h %%6,'<0.00 N R$+ B#4#n?e (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.050

E"en)rii)# e = Mu/Pu & /5./< 

, = .y/("#$*.) & %/./(

L!# )!4#ng#n #i! 45 ,a6 = "#7$*b*b*d & 6,<8(.<8 

L!# )!4#ng#n ini! 45 ,in = ,in*b*d & 5''.'' 

8b = 3""*d/(3""+.y) & %6/.6(  ab = "#$*b & %''.58 

.5="#""9**(b:d)/b & 88/.<5 M3#

.5 F @

Dig!n#"#n .5 & '50 M3#

L!# T!4#ng#n T#ri" =de#in> 451 & %000 2

L!# T!4#ng#n Te"#n =de#in> 452 = 7$;*451 & /60 2

L!# T!4#ng#n T+)#4 45tot = 451 + 452 & %/60 2

 = 45tot/(b*d) & 0.00/ OK

φ Pnb = 0.65.(0.85 fc' a b .b + As'. fs' - As.fy) & %,<66,/'5.05 N "er'n$'han Tarik

Pn = "<$*.*b*d((h:2*e)/2*d)+5t((h:2*e)/2*d)^2+2*,**(1:d/d)) & '%,<5<.06 N OK

>iguna?an dia,ete & 1

@aa? & 1,+ 

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

K!#) )e"#n "#r#")eri)i" *e)+n @? & 6.( M3#

K!#))#ri"3!)!*#9#)!4#ng#n @ & '50 M3#

Tinggi B#4+" *e)+n h = !/13 & 800 

Le*#r B#4+" *e)+n #ng di)in9#! b = 2/9 h & '00 

De?"ing2)inggi3#?er d & 0 

Tinggie@e")i@3en#3#ng d & '(0 

M+d!4! E4#)ii)# B#9# T!4#ng#n E & 00000 MP#

R$+ ini#4  ,in = 1#-/.y & 0.00'<

b = 1000 mm

P#n9#ng P4#) Ar#$  =L> !y = lgwt/9 & '.8''' 

P#n9#ng P4#) Ar#$  =L> !6 = bgwt/2 & 6.0600 

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Be#an Pada Ba%k Be#an 4a$i

- Be*#n endiri B#4+" >! &alo? = b*h* γ beton & 0.5 T+n2

- Be*#n Tr#3ei! P4#)

>! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*t plat * γ beton*1/!6 & 0.8% T+n2

balo? Anteio  >! Plat 6 2 & 0.( T+n2

Be#an Hid'p

- Be*#n Tr#3ei! P4#)

!! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*"#2$ *1/!6 & 0.( T+n2

balo? Anteio  !! Plat 6 2 & 0.6/ T+n2

Be*#n K+*in#i =>  = 1<2 >! + 1<3 !! & .' T+n2

M+en U4)i#)e T!3!#n M!)!3!#n 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-

G##Geer=D)!3!#n> & (,%</.<8 N

G##Geer=DL#3#ng#n> & 0,8(6.6< N

"e#'$'han T'anan Len$'r (Lapanan)

L!# T!4#ng#n T#ri" =de#in> 451 & 600 

L!# T!4#ng#n Te"#n =de#in> 452 = $";*451 & 60 

R$+ T!4#ng#n T#ri"  & A%2=*d> & 0.008 F 0.00'< OK

R$+ T!4#ng#n Te"#n  & A2=*d> & 0.00

R$+ B#4#n?e (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.050

K+n)r+4 T!4#ng#n Te"#n Le4e$ - & 0.00

 = (01*"#$*.*d*1/(.y*d))*(3""/(3"":.y)) & 0.00/ T!4#ng#n Te"#n Be4! Le4e$ .5 = 3""*(1:(("#$*.*01*d)/((:)*.y*d))) & =%8.85> M3# @ 3er"ir##n

K+n)r+4 r$+ #"i!  B= "<7$*b+((.5)/.y) & 0.0% OK

a = (451*.y : 452*.5)/("#$*.*b) & '8.'/  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)) & 6<,<<5,%55.'8 N- OK

T!4#ng#n T#ri" Dig!n#"#n Di#e)er & 13 

!4#$ & 0 e#

T!4#ng#nTe"#n & 13 

!4#$ & ! e#

"e#'$'han T'anan Len$'r (T'5p'an)

L!# T!4#ng#n T#ri" =de#in> 451 & 600 

L!# T!4#ng#n Te"#n =de#in> 452 = $";*451 & 60 

R$+ T!4#ng#n T#ri"  & A%2=*d> & 0.008  0.00'< OK

R$+ T!4#ng#n Te"#n  & A2=*d> & 0.00

R$+ B#4#n?e (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.050

K+n)r+4 T!4#ng#n Te"#n Le4e$ - & 0.00

 = (01*"#$*.*d*1/(.y*d))*(3""/(3"":.y)) & 0.00/ T!4#ng#n Te"#n Be4! Le4e$ .5 = 3""*(1:(("#$*.* 01*d)/((:)*.y*d))) & =%8.85> M3# @ 3er"ir##n

K+n)r+4 r$+ #"i!  B= "<7$*b+((.5)/.y) & 0.0% OK

a = (451*.y : 452*.5)/("#$*.*b) & '8.'/  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)) & 6<,<<5,%55.'8 N- OK

T!4#ng#n T#ri" Dig!n#"#n Di#e)er & 13 55

!4#$ & 0 ea

T!4#ng#nTe"#n & 13 55

!4#$ & ! ea

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

D#)# de#in

K!#))#ri"3!)!*#9#)!4#ng#n @ & 80 M3#

Di#e)erde#inT!4#ng#nGeer di# & < 

&

L!# T!4#ng#n Geer =Av> 4D = 1/-*pi()*dia^2*n & 6<.66 

K+e@ii#n red!"i Geer =J> & 0.<

K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer CE = 5t(.)/3*b*d & <0,56.88 N T!4 Geer in Si# G## geer g di3i"!4 T!4 E5 = Eu : CE & =80,8<<.((> N

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E1 = 1/9*5t(.)*b*d & 0',%/8.(0 N E1 F  #r#" Seng"#ng 51 = 4D*.y*d/E5 & =%/.88>  2 = d/2 & 00  9 = d/- & %00  Dig!n#"#n & %00 

"e#'$'han T'anan Senkan (T'5p'an)

D#)# de#in

K!#))#ri"3!)!*#9#)!4#ng#n @ & 80 M3#

Di#e)er de#in T!4#ng#n Geer di# &  

!4#$"#"i)!4Geer n &  e#

L!# T!4#ng#n Geer =Av> 4D = 1/-*pi()*dia^2*n & 6<.66 

K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer CE = 5t(.)/3*b*d & <0,56.88 N T!4 Geer in

Si# G## geer g di3i"!4 T!4 E5 = Eu : CE & =',/(8.(0> N

En = 2/9*5t(.)*b*d & 80<,'85.<0 N G++d E1 = 1/9*5t(.)*b*d & 0',%/8.(0 N E1 F  #r#" Seng"#ng 51 = 4D*.y*d/E5 & =%6/.'%>  2 = d/2 & 00  9 = d/- & %00 

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

P#n9#ng P4#) Ar#$  =L> !y = lgwt/9 & '.8''' 

P#n9#ng P4#) Ar#$  =L> !6 = bgwt/2 & 6.0600 

Te*#4 P4#) =)P4#)> & 0.%6 

L24 & %.8/ T7+ 7# S4#*

Le*#r P4#) #ng di)in9#! =*> b & %,000 

Tinggi De?"ing =d> d & '0 

Tinggi E@e")i@ P4#) =d> d & %0 

K!#) )e"#n "#r#")eri)i" *e)+n @? & 6.( M3#

K!#))#ri"3!)!*#9#)!4#ng#n @ & 80 M3#

Be*#n M#)i =DL> DL & )e*#4 P4#)  1 *e)+n & 0.'< T+n2

Be*#nHid!3=LL> LL & 0.6 T+n2

Be*#n )er@#")+r wu = 1<2 >! + 1<3 !! & 0.(' T+n2

& 0.0% N2

M+en L#3#ng#n =M!4> #r#$ !*! ; Ml6 = "#""1*wu*!6^2*17 & ',<0/.0/ N- M+en L#3#ng#n =M!4> #r#$ !*!  Mly = "#""1*wu*!y^2*93 & ',6'0.<( N- M+en T!3!#n =M!)> #r#$ !*! ; Mt6 = "#""1*wu*!6^2*$7 & %,058.'% N -  M+en T!3!#n =M!)> #r#$ !*! ; Mty = "#""1*wu*!y^2*73 & /,86'.<6 N -  M+en U4)i#)e L#3#ng#n =M! 4#3> Mu lap = Ma6(Ml6<Mly) & ',<0/.0/ N-

M+en U4)i#)e T!3!#n =M! )!> Mu tu, = Ma6(Mt6<Mty) & %,058.'% N-

T'anan T'5p'an

, = .y/("#$*.) & %0.58 Fn = Mu/("#*b*d^2) & 0.00%06 M3#  = 1/,*(1:5t(1:2*,*Fn/.y)) & 0.0000088

 ,in = 1<-/.y & 0.006( (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.066

,a6 = "#7$*b & 0.08 OK

L!# T!4#ng#n =A> 45 = ,in*b*d & /00.00 

Dig!n#"#n Di#e)er dia & 1* 55

@u,lah & 6.** ea @aa? & 113.+ 55 T'an an La an an , = .y/("#$*.) & %0.58 Fn = Mu/("#*b*d^2) & 0.000'%' M3#  = 1/,*(1:5t(1:2*,*Fn/.y)) & 0.00000%'0

 ,in = 1<-/.y & 0.006( (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.066

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,a6 = "#7$*b & 0.08 OK

L!# T!4#ng#n =A> 45 = ,in*b*d & /00.00 

Dig!n#"#n Di#e)er dia & 1* 55

@u,lah & 6.** ea

@aa? & 113.+ 55

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

P#n9#ng P4#) Ar#$  =L> !y = lgwt/9 & 6.%600 

P#n9#ng P4#) Ar#$  =L> !6 = bgwt/2 & 6.0600 

Te*#4 P4#) =)P4#)> & 0.' 

L24 & 0.5( T7+ 7# S4#*

Le*#r P4#) #ng di)in9#! =*> b & %,000 

Tinggi De?"ing =d> d & 80 

Tinggi E@e")i@ P4#) =d> d & <0 

K!#) )e"#n "#r#")eri)i" *e)+n @? & 6.( M3#

K!#))#ri"3!)!*#9#)!4#ng#n @ & 80 M3#

Be*#n M#)i =DL> DL & )e*#4 P4#)  1 *e)+n & 0./ T+n2

Be*#nHid!3=LL> LL & '.(0 T+n2

Be*#n )er@#")+r wu = 1<2 >! + 1<3 !! & <.58 T+n2

& 0.0/ N2

M+en L#3#ng#n =M!4> #r#$ !*! ; Ml6 = "#""1*wu*!6^2*21 & '/,%((.// N- M+en L#3#ng#n =M!4> #r#$ !*!  Mly = "#""1*wu*!y^2*21 & '(,</<.%/ N- M+en T!3!#n =M!)> #r#$ !*! ; Mt6 = "#""1*wu*!6^2*$2 & 5,0(<.8/ N -  M+en T!3!#n =M!)> #r#$ !*! ; Mty = "#""1*wu*!y^2*$2 & 56,/<5.6< N -  M+en U4)i#)e L#3#ng#n =M! 4#3> Mu lap = Ma6(Ml6<Mly) & '(,</<.%/ N- M+en U4)i#)e T!3!#n =M! )!> Mu tu, = Ma6(Mt6<Mty) & 56,/<5.6< N-

T'anan T'5p'an

, = .y/("#$*.) & %0.58 Fn = Mu/("#*b*d^2) & 0.00('% M3#  = 1/,*(1:5t(1:2*,*Fn/.y)) & 0.0000'8<

 ,in = 1<-/.y & 0.006( (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.066

,a6 = "#7$*b & 0.08 OK

L!# T!4#ng#n =A> 45 = ,in*b*d & /00.00 

Dig!n#"#n Di#e)er dia & 1! 55

@u,lah & .** ea @aa? & 1+!. 55 T'anan Lapanan , = .y/("#$*.) & %0.58 Fn = Mu/("#*b*d^2) & 0.00''6/ M3#  = 1/,*(1:5t(1:2*,*Fn/.y)) & 0.0000%'55

 ,in = 1<-/.y & 0.006( (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.066

,a6 = "#7$*b & 0.08 OK

L!# T!4#ng#n =A> 45 = ,in*b*d & /00.00 

Dig!n#"#n Di#e)er dia & 1! 55

@u,lah & .** ea

@aa? & 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 @? & 6.( M3#

K!#))#ri"3!)!*#9#)!4#ng#n @ & '50 M3#

Tinggi B#4+" *e)+n h & <00 

Le*#r B#4+" *e)+n #ng di)in9#! b & 800 

De?"ing2)inggi3#?er d & 80 

&

M+d!4! E4#)ii)# B#9# T!4#ng#n E & 00000 MP#

(10)

Uk'ran Pa$

P#n9#ng P4#) Ar#$  =L> !y = lgwt/2 & 6.%600 

P#n9#ng P4#) Ar#$  =L> !6 = bgwt/2 & 6.0600 

Te*#4 P4#) =)P4#)> & 0.%6 

Be#an Pada Ba%k Be#an 4a$i

- Be*#n endiri B#4+" >! &alo? = b*h* γ beton & 0.6( T+n2

- Be*#n Tr#3ei! P4#)

>! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*t plat * γ beton*1/!6 & 0.86 T+n2

balo? Anteio  >! Plat 6 2 & 0.5% T+n2

>! >inding = Gdinding*!6*t dinding* γ beton*1/!6 & .(( T+n2

Be#an Hid'p

- Be*#n Tr#3ei! P4#)

!! plat = ((!6 : !y*tg -$)+!6)*1/-*!y*ai *1/!6 & 8.(0 T+n2

balo? Anteio  !! Plat 6 2 & 5.65 T+n2

Be*#n K+*in#i =>  = 1<2 >! + 1<3 !! & 0.6( T+n2

M+en U4)i#)e T!3!#n M!)!3!#n Mut = 1/13**!6^2 & '.(% T+n-

& '(,0(,65 N-

M+en U4)i#)e T!3!#n M!4#3#ng#n Mul = 1/11**!6^2 & 8/./ T+n-

& 8//,%0,56%.( N-

G# #Geer D)! !#n> & 65 (</.'6 N

G##Geer=DL#3#ng#n> & %((,558.88 N

"e#'$'han T'anan Len$'r (Lapanan)

L!# T!4#ng#n T#ri" =de#in> 451 & '000 

L!# T!4#ng#n Te"#n =de#in> 452 = $";*451 & %600 

R$+ T!4#ng#n T#ri"  & A%2=*d> & 0.0%' F 0.00'< OK

R$+ T!4#ng#n Te"#n  & A2=*d> & 0.00/

R$+ B#4#n?e (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.050

K+n)r+4 T!4#ng#n Te"#n Le4e$ - & 0.00/

 = (01*"#$*.*d*1/(.y*d))*(3""/(3"":.y)) & 0.0%0 T!4#ng#n Te"#n Be4! Le4e$ .5 = 3""*(1:(("#$*.*01*d)/((:)*.y*d))) & 58.%0 M3# @ 3er"ir##n

K+n)r+4 r$+ #"i!  B= "<7$*b+((.5)/.y) & 0.0/ OK

a = (451*.y : 452*.5)/("#$*.*b) & ('.05  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)) & 8(6,(%5,(58.6 N- OK

T!4#ng#n T#ri" Dig!n#"#n Di#e)er & !! 55

!4#$ & , ea

T!4#ng#nTe"#n & !! 55

!4#$ & 0 ea

"e#'$'han T'anan Len$'r (T'5p'an)

L!# T!4#ng#n T#ri" =de#in> 451 & '000 

L!# T!4#ng#n Te"#n =de#in> 452 = $";*451 & %600 

R$+ T!4#ng#n T#ri"  & A%2=*d> & 0.0%'  0.00'< OK

R$+ T!4#ng#n Te"#n  & A2=*d> & 0.00/

R$+ B#4#n?e (b) = "#$* 01*./.y*(3""/(3""+.y)) & 0.050

K+n)r+4 T!4#ng#n Te"#n Le4e$ - & 0.00/

 = (01*"#$*.*d*1/(.y*d))*(3""/(3"":.y)) & 0.0%0 T!4#ng#n Te"#n Be4! Le4e$ .5 = 3""*(1:(("#$*.*01*d)/((:)*.y*d))) & 58.%0 M3# @ 3er"ir##n

K+n)r+4 r$+ #"i!  B= "<7$*b+((.5)/.y) & 0.0/ OK

a = (451*.y : 452*.5)/("#$*.*b) & ('.05  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)) & 8(6,(%5,(58.6 N- OK

T!4#ng#n T#ri" Dig!n#"#n Di#e)er & !! 55

!4#$ & , ea

T!4#ng#nTe"#n & !! 55

!4#$ & 0 ea

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

D#)# de#in

K!#))#ri"3!)!*#9#)!4#ng#n @ & 80 M3#

(11)

!4#$"#"i)!4Geer n &  e#

L!# T!4#ng#n Geer =Av> 4D = 1/-*pi()*dia^2*n & %6/.0( 

K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer CE = 5t(.)/3*b*d & %%,508.(( N Per4! T!4 Geer

Si# G## geer g di3i"!4 T!4 E5 = Eu : CE & </,0(5.6< N

En = 2/9*5t(.)*b*d & /6(,6%5.< N G++d E1 = 1/9*5t(.)*b*d & '/5,65.<' N E1 F  #r#" Seng"#ng 51 = 4D*.y*d/E5 & '%8.<(  2 = d/2 & '00  9 = d/- & 00  Dig!n#"#n & 00 

"e#'$'han T'anan Senkan (T'5p'an)

D#)# de#in

K!#))#ri"3!)!*#9#)!4#ng#n @ & 80 M3#

Di#e)er de#in T!4#ng#n Geer di# & %0 

!4#$"#"i)!4Geer n &  e#

L!# T!4#ng#n Geer =Av> 4D = 1/-*pi()*dia^2*n & %6/.0( 

K#3#i)# Pen#3#ng Be)+n Ter$#d#3 Geer CE = 5t(.)/3*b*d & %%,508.(( N Per4! T!4 Geer

Si# G## geer g di3i"!4 T!4 E5 = Eu : CE & %'/,5<.8/ N

En = 2/9*5t(.)*b*d & /6(,6%5.< N G++d *  * * , . E1 F  #r#" Seng"#ng 51 = 4D*.y*d/E5 & %6'.0  2 = d/2 & '00  9 = d/- & 00  Dig!n#"#n & %6'.0 