Perencanaan Jembatan Pipa

A. DATA PERENCANAAN Diameter pipa PVC

D p =

10

Dia. Luar

Dl =

26.7

cm

=

0.267

Dia. Dalam

D( =

25.4

cm

=

0.254

erat PVC

PVC =

1!0

'%8m!

=

*0

"

Pa#$a#% %ela%ar meli#ta#%

l1 =

1

m

Pa#$a#% %ela%ar mema#$a#% &ara' a#tar %ela%ar meme#(e'

l2 = (=

40 1

m m

erat $e#i) air

a=

.*

'N8m!

' =

1000 2* 10

'%8m! mm mm

erat $e#i) 'a+u ,-1 Diameter 'a/el )eli#% utama Diameter 'a/el )eli#% )e'u#(er

Ø)u = Ø)) =

+ = 4! 4!!2! = 55!0

. PERT3NAN LAAR ELNTAN ELNTAN Dire#ca#a'a# pe#ampa#% Vl. PCV per meter erat PVC per meter erat air per meter e/a# 9i(up ra#% erat )e#(iri 'a+u Ttal /e/a# e/a# tera'tr

6

VPVC = LDl > 1 ? L D( > 1 = 0.005!17 = 7.!0 = 4.6!2 = 100 = 4.*0 = 161.*2! = 22 226.552 226.552

= = = =

*

cm

m! '%8m '%8m '% '% '%8m '% '%8m

'%

me# e)er Te%a#%a# i$i# 'a+u Te%a#%a# %e)er ; Te%a#%a# le#tur +a#% ter$a(i Te%a#%a# %e)er +a#% ter$a(i



106.25 7.2 = = =

Jadi penampang penampang kayu yang digunakan digunakan adalah

56.6!7** 11!.275*

'%m '%

'%8cm:2 '%8cm:2 64 64 cm:! **.50 '%8cm:2 !.54 '% 6

=

5664

< <

106.25 7.2

x

8

C. PERT3NAN LAAR EAN&AN Dire#ca#a'a# pe#ampa#% Lua) pe#ampa#% e/a# (ari %ela%ar meli#ta#% erat )e#(iri %ela%ar mea#$a#% Ttal /e/a# e/a# tera'tr me# = e)er =

Te%a#%a# i$i# 'a+u Te%a#%a# %e)er ; Te%a#%a# le#tur +a#% ter$a(i Te%a#%a# %e)er +a#% ter$a(i

6 = = = = = '%m '%

*1.!!0! 162.7*61

= =

106.25 7.2 = = =

 0.006 226.552 6 2!2.552 !25.5721 =

10 m:2 '% '% '% '% *1!.!0! '%cm

'%8cm:2 '%8cm:2 100 cm:! *1.! '%8cm:2 4.07 '%

Jadi penampang kayu yang digunakan adalah

6

< <

106.25 7.2

x

10

C. PERT3NAN @ELN @E-3NDER e/a# Pipa air .ml erat 'a+u .mm A')e)ri) e/a# tera'tr e/a# +a#% (ipi'ul 1 -a/el )eli#%

= = = = = =

-e'uata# tari' 'a/el Ba'tr 'eama#a# @;L

= = =

Ttal

1*!.6*46741!45

'%

<

Ra)i

1106 =

226.552 '% 12.000 '% 2!.*5515 '% 262.407 '% !67.!6 '% 1*!.6*47 '% 55!0 '% 5 1106 '% '%

0.166

D. PERT3NAN @ELN 3TAA ä9 )e%me# Ttal /e/a# -e'uata# tari' 'a/el Ba'tr 'eama#a# @;L

= = = = =

40 7!47.!*7 4!!2! 5 *664 6

'% '% '%

OK!!

7!47.!*665!* Ra)i

'%

< =

*664.6 0.*5

'%

OK!!

m

LDl = 0.056 m2

m

LD( = 0.051 m2

'%8m! '% '%

'%cm

8cm OK!! 8cm OK!! cm

8cm OK!! 8cm OK!! cm

A. DATA PERENCANAAN Diameter pipa PVC Dia. Luar Dia. Dalam erat PVC Pa#$a#% %ela%ar meli#ta#% Pa#$a#% %ela%ar mema#$a#% &ara' a#tar %ela%ar meme#(e

= = = = = = =

6 16.5 15.24 1!0 0.5 !5 1

" cm cm '%8m! m m m

erat $e#i) air erat $e#i) 'a+u ,-1 Diameter 'a/el )eli#% utama Diameter 'a/el )eli#% )e'u#

= = = =

.* 1000 22 *

'N8m! = '%8m:! mm + mm +

= =

0.165 m 0.1524 m

*0 = =

L= L=

'%8m:! 26745 '% !540 '%

. PERT3NAN LAAR ELNTAN Dire#ca#a'a# pe#ampa#% Vl. PCV per meter erat PVC per meter erat air per meter e/a# 9i(up ra#% erat )e#(iri 'a+u Ttal /e/a#

4 = = = = = =

 0.00!1! 4.!64 17.*6* 100 1.20 12!.4!1

e/a# tera'tr

=

172.*04 '%8m

me# e)er

= =

172.*04

'%

21.6004 *6.4014

'%m '%

Te%a#%a# i$i# 'a+u = 106.25 Te%a#%a# %e)er = 7.2 ; = Te%a#%a# le#tur +a#% ter$a(i = Te%a#%a# %e)er +a#% ter$a(i =

=

6 m:! '%8m '%8m '% '% '%8m

2160.04 '%cm

'%8cm:2 '%8cm:2 24 cm:! 0.00 '%8cm:2 5.40 '%


C. PERT3NAN LAAR EAN&AN

4

< < x

106.25 '%8cm:2 7.2 '%8cm:2 6

cm

OK!! OK!!

Lua) pe#ampa#% e/a# (ari %ela%ar meli#ta#% erat )e#(iri %ela%ar mea#$a Ttal /e/a# e/a# tera'tr me# = 62.161!6 e)er = 124.!227

= = = = = '%m '%

0.004* 172.*04 4.* 177.604 24*.6454 =

Te%a#%a# i$i# 'a+u = 106.25 Te%a#%a# %e)er = 7.2 ; = Te%a#%a# le#tur +a#% ter$a(i = Te%a#%a# %e)er +a#% ter$a(i =

m:2 '% '% '% '% 6216.1!6 '%cm

'%8cm:2 '%8cm:2 64 cm:! 7.1! '%8cm:2 !.* '%


6

< < x

106.25 '%8cm:2 7.2 '%8cm:2 8

OK!! OK!!

cm

C. PERT3NAN @ELN @E-3NDER e/a# Pipa air .ml erat 'a+u .mm A')e)ri) e/a# tera'tr e/a# +a#% (ipi'ul 1 -a/el )eli#%

= = = = = =

-e'uata# tari' 'a/el Ba'tr 'eama#a# @;L

= = =

Ttal

140.451

'%

<

172.*04 '% .600 '% 1*.240! '% 200.644 '% 2*0.02 '% 140.451 '% !540 '% 5 70* '%

70*

Ra)i

=

'%

OK!!

0.1*

D. PERT3NAN @ELN 3TAA ä9 )e%me# Ttal /e/a# -e'uata# tari' 'a/el Ba'tr 'eama#a# @;L 415.7*5 Ra)i

'%

= = = = =

!5 415.7*5 26745 5 5!4

<

5!4

=

0.2

'% '% '% '%

OK!!

15.!64

0.021!72 m:2 0.01*2!2 m:2

PERT3NAN A3TEN &EATAN ENTAN 40  Dime#)i 'lm Dime#)i /al' ä9 'lm ä9 /al' Ti#%%i 'lm Pa#$a#%i /al' @u(ut %a+a tari' ä9 )e%me# e#ta#% $em/ata# Pa#$a#% 1 )i)i )eli#% )e'u#(er Pa#$a#% 1 )i)i )eli#% utama erat /et# /ertula#% erat $e#i) 'a+u ,-1

= = = = = = = = = = = = =

0.! 0.15 2 ! !.5 0.5 *0 !5 !5 4!.* !5.17 24 1000

  /9 /9 m m (e% )e%me# m m m 'N8m:! '%8m:!

A. PERT3NAN EAN TAN A3TEN erat %ela%ar ml per m

4

&a#$a#% %ela%ar ml erat 'e)eluru9a# erat %ela%ar mm per

6

erat 'e)eluru9a# erat )eli#% )e'u#(er erat )eli#% utama ä9 A')e)ri) Ttal e/a# pipaair per meter e/a# pipaair ttal e/a# 9i(up Ttal /e/a# e/a# tera'tr e/a# u#tu' )atu tia#% e/a# tari' 9ri)#tal e/a# Tari' erti'al

 = = =  = = = = = = = = = = = = = = =

6 cm 2.4 '% 0.5 m 42 '% * cm 4.* '% !!6 '% 1*.114 '% 117.467* '% 514.!72 '% 51.4!72 '% 565.*2 '% 22.2!1 '%8m 77*.07 '% 100 1!44 1772.70 '% 44!.17 '% 4!6.44 '% 76.6 '%

. PERT3NAN EAN @ENDR TAN A3TEN erat 'lm erat al'

= =

1512 '% 10* '%

0.! 0.2

Dia. Dia. =

m m

* 22 2400

erat = erat = '%

21.5 167

Ttal e/a# )e#(iri a/utme# tiap 'lm

= =

1620 '% *10 '%

C. A@L PERT3NAN @TAAD PR u Pu

= =

!*.2! .046

'Nm 'N

D. A@L DE@AN Tula#%a# p'' 'lm Tula#%a# )e#%'a#% 'lm Tula#%a# p'' /al' Tula#%a# )e#%'a#% /al'

= = = =

12 D 22 Ø10?200 mm 4 D 12 Ø10?100 mm

'%8100m '%8100m

= =

0.215 '%8m 1.67 '%8m

Rpe Diameter ,mm

Appr ;ei%9t

Nmi#al rea'i#% @tre#%t9

-%8100 m

1*0 '%8m

*

BC 21.5

;RC 24.!

BC !540

;RC !*1!

 10

27.2 !!.6

!0.7 !*

44*0 55!0

4*25 55*

11

40

45.

660

720

12 1!

4*.4 56.*

54.7 64.2

770 !50

*57 1006

14 16

65.* *6

74.4 7.2

10*00 14200

11677 15252

1* 1

112 124

12! 1!7

1704 14*

1!0! 2150*

22

167

1*!

26745

2**!7

24 25

1 216

21* 2!7

!1*2 !45!7

!4!1* !7227

2* !2

271 !54

27 !*

4!!2! 565*6

46710 6100

!6

44*

4!

71600

7741*

!* 40

500 554

550 60

700 **500

*620 55*0

44

670

7!7

107000

1155*0

0.75

PERT3NAN A3TEN &EATAN ENTAN 40  Dime#)i 'lm Dime#)i /al' ä9 'lm ä9 /al' Ti#%%i 'lm Pa#$a#%i /al' Dime#)i p#(a)i Te/al p#(a)i Dia. Pile @u(ut %a+a tari' ä9 )e%me# e#ta#% $em/ata# Pa#$a#% 1 )i)i )eli#% )e'u#(er Pa#$a#% 1 )i)i )eli#% utama erat /et# /ertula#% erat $e#i) 'a+u ,-1

= = = = = = = = = = = = = = = =

0.! 0.15 2 ! 4.5 1

  /9 /9 m m

77 40 40 60 50 24 1000

(e% )e%me# m m Dia. m Dia. 'N8m:! = '%8m:!

A. PERT3NAN EAN TAN A3TEN erat %ela%ar ml

6

erat 'e)eluru9a# erat %ela%ar mm

6

erat 'e)eluru9a# erat )eli#% )e'u#(er erat )eli#% utama ä9 A')e)ri) Ttal e/a# pipaair per meter e/a# pipaair ttal e/a# 9i(up Ttal /e/a# e/a# tera'tr e/a# u#tu' )atu tia#% e/a# tari' 9ri)#tal e/a# Tari' erti'al

 = =  = = = = = = = = = = = = = = =

* cm 4.* '% 12 '% 10 cm 6 '% 4*0 '% 40.!2 '% 271 '% *!.!2 '% *.!!2 '% 10*1.652 '% 57.02 '%8m 22*0.0 '% 100 !!62.55! 415.06 '% 104*.77 '% 1021.* '% 2!5.2 '%

. PERT3NAN EAN @ENDR TAN A3TEN

0.! 0.2

m m

10 2* 2400

erat = erat = '%

erat 'lm erat al' Ttal e/a# )e#(iri a/utme# tiap 'l

= = = =

144 '% 216 '% 2160 '% 10*0 '%

C. A@L PERT3NAN @TAAD PR u Pu

= =

15.724 !2.54*

'Nm 'N

D. A@L DE@AN Tula#%a# p'' 'lm Tula#%a# )e#%'a#% 'lm Tula#%a# p'' /al' Tula#%a# )e#%'a#% /al'

= = = =

20 D 22 Ø10?!50 mm 4 D 12 Ø10?100 mm

!!.6 '%8100m 271 '%8100m

= =

0.!!6 '%8m 2.71 '%8m

Beam L/C

Node

Axial Force kN

Shear-Y kN

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Torsio kNm

!ome"-Y kNm

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