pembesian tabat tagihan mc-100

7/23/2019 Pembesian Tabat Tagihan Mc-100

1/74

REKAPITULASI MC-100 PEMBESIAN BANGU

Satuan Kerja : NVT Pelaksanaan Jaringan Pemanfaatan Air Mesuji

Kegiatan : Irigasi dan Rawa II

Pekerjaan : Rehailitasi !aerah Rawa Sragi I "#anjutan$

#%kasi : Kaupaten #ampung Selatan

Tahun Anggaran : &'()

NO URAIAN SATUAN

( P*R+IT,N-AN P*M.*SIAN SA/AP TA.AT Kg

& P*R+IT,N-AN P*M.*SIAN #ANTAI M,KA Kg

0 P*R+IT,N-AN P*M.*SIAN M*R1, Kg

2 P*R+IT,N-AN P*M.*SIAN #ANTAI 3#AK Kg

) P*R+IT,N-AN P*M.*SIAN PI#AR Kg

4 P*R+IT,N-AN P*M.*SIAN J*M.ATAN Kg

5 P*R+IT,N-AN P*M.*SIAN #ANTAI +I#IR Kg


2/74

AN TABAT

ekampung

VOLUME KETERANGAN

;00(8)) A

(';2))89 .

0;50485) 1

;0&829 !

);5528'& *

4;9'58& P"&")g()

!>/

#.B%(&T"&(# Kg/


9/74

Page 9 %f 52

8($&"

: 9 10 11

(($ G(=/

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(&T"&(# Kg/

'8(&) &8( &&4822 & &;4484

'8(&) &8( &&4822 & (9(822

'8() (2 (45 2 58)2

'8() 22 & (;)0989)


10/74

Page (' %f 52

8($&"

: 9 10 11

(($ G(=/

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(&T"&(# Kg/

'8() 2& & (;249894

:,++1.55


11/74

Page (( %f 52

B. PERHITUNGAN PEMBESIAN LANTAI MUKA

panjang = (08&' m

jarak gap = '8() m

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

INING TIRAI 2CUT O88 7ALL.( (& ( = '8'2' )8&0&' '89 '8(&)

( ) 4 & = (894''

0 = '8(5''& 2 5 2 = (894''

) = '8'2'

4 = '89)''

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

4

+ 4,427

Skala 1 : 50

0.20

0.20

2.00

0.20

2.00

0.20

0.20

2.00

0.20

0.50

0.20

0.50

13.20

2.002.002.00 2.00

1.46

0.34


12/74

Page (& %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

0 5 = '8'2' = '8'2' >


13/74

Page (0 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

(' ( = '8'2' &'8)94' '84&( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''4 = '8'2'

KOPERAN MELINTANG

.( (& ( = '8'2' (8)24 '89 '8(&)( ) & = '842''

0 = '8(5''& 2 2 = '842''

) = '8'2'

0

>

(' ( = '8'2' &'8)94' '84&( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''4 = '8'2'

KOPERAN MEMANANG

.( (& ( = '8'2' (8)24 '89 '8(&)( ) & = '842''

0 = '8(5''& 2 2 = '842''

) = '8'2'

0


14/74

Page (2 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

>


15/74

Page () %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

(' ( = '8'2' &'8)94' '84&( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''4 = '8'2'

?

TULANGAN UTAMA LANTAI

.& (& ( = '8'2' (0859&' '89 '8(&)( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = (8494'4 = '8'2' ?

.& (& ( = '8'2' (0859&' '89 '8(&)( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = (8494'4 = '8'2' ?

TULANGAN MEMANANG LANTAI

.& (' ( = '8'2' &'8)94' '84& '8()

( & 0 & = ((89'2'0 = '8'2'

2 ) 4 2 = '8'2') = 8)'''4 = '8'2' ?


16/74

Page (4 %f 52

8($&"

: 9 10 11

:2/;1 5


17/74

Page (5 %f 52

8($&"

: 9 10 11

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


18/74

Page ( %f 52

8($&"

: 9 10 11

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/

&' ( &)28'0

&' (4( ) (;(')8&'

4 ) 0(8')

(0 (') (;()08&)


19/74

Page (9 %f 52

8($&"

: 9 10 11

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


20/74

Page &' %f 52

8($&"

: 9 10 11

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/

4 4'9845

&' (4( ( (;95(89&

&' (4( ( (;95(89&

(08& 9 & &;&4'8

10,455.9:


21/74

Page &( %f 52

C. PERHITUNGAN PEMBESIAN ME

panjang angunan = &28'' m

jarak gap = '8() m

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

TULANGAN POKOK

1 (& ( = '8'2' 8'&' '89( ) & = 0844''

4 0 = '8&4''& 2 2 = 0844''

5 ) = '8'2'4 = '8'2'

0 5 = (8'0'' = '8'2'

1( (& ( = '8'2' 485)' '89

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

4

+6.927

0.26 0.16

0.67

3.66

0.70

0.30


22/74

Page && %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

& = '84(''& 0 = '8'2'

( 0 2 = '8'2') = &8)''

) 4 = '8'2'2 4 5 = '8'2'

= 08'('' 9 = '8'2'

5 9


23/74

Page &0 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

1( (& ( = '8'2' ('8('&' '89& & = '80)''

( 0 = 28&0''0 2 = '845''

) = '8'2'2 4 = '8'2'

5 = 0845'') = '80''

4 9 = '8(4''5 (' = '8'2'

('

9

TULANGAN MELIINTANG

1( (' ( = '8'2' 48494' '84&& & = 484'''

( 0 0 = '8'2'


24/74

Page &2 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

TOTAL


25/74

Page &) %f 52

CU

8($&"

: 9 10 11

:2/;1 5


26/74

Page &4 %f 52

8($&"

: 9 10 11

(($ G(=/

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(&T"&(# Kg/


27/74

Page &5 %f 52

8($&"

: 9 10 11

(($ G(=/

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(&T"&(# Kg/

'8(&) (08& (')84 ( 925802

'8()' &28(4' (4(8'444445 & (;00'8&&


28/74

Page & %f 52

8($&"

: 9 10 11

(($ G(=/

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(&T"&(# Kg/

+,+6.5

PERHITUNGAN PEMBESIAN LANTAI OLAK


29/74

. PERHITUNGAN PEMBESIAN LANTAI OLAK

panjang = (08&' m

jarak gap = '8() m

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

INING TIRAI 2CUT O88 7ALL

.( (& ( = '8'2' 284&' '89 '8(&)( ) 4 & =

(854''0 = '8&4''& 2 5 2 = (854''

) = '8'2'

4 = '8'2'0 5 = '89''

= '8'2' >

(' ( = '8'2' &'8)94' '84&

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

4

0.50

0.20

6.58

4.42

4.72

0.30

2.11

0.20

2.11

0.200.50

0.90

0.200.20

0.50+3,927

+ 4,427

P()()g


30/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

( & 0 & = ((89'2'0 = '8'2'

2 ) 4 2 = '8'2') = 8)'''

4 = '8'2'

P()()g


31/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

KOPERAN MELINTANG

.( (& ( = '8'2' (8)24 '89 '8(&)( ) & = '842''

0 = '8(5''& 2 2 = '842''

) = '8'2'

0

>

(' ( = '8'2' &'8)94' '84&( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''

4 = '8'2'KOPERAN MEMANANG

.( (& ( = '8'2' (8)24 '89 '8(&)( ) & = '842''

0 = '8(5''& 2 2 = '842''

) = '8'2'

0

>

(' ( = '8'2' &'8)94' '84&( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''4 = '8'2'

?

i &P()()g

B & $ G


32/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/


.& (& ( = '8'2' ((829&' '89 '8(&)( & 0 & = 48)''

0 = '8'2'

2 ) 4 2 = '8'2') = 285&''4 = '8'2' ?

.& (& ( = '8'2' ((829&' '89 '8(&)( & 0 & = 48)''

0 = '8'2'2 ) 4 2 = '8'2'

) = 285&''4 = '8'2' ?


.& (' ( = '8'2' &'8)94' '84& '8()( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''

4 = '8'2' ?


33/74

8($&"

: 9 10 11

:2/;1 5


34/74

8($&"

: 9 10 11

P()()gP"'i'i /

P"&")g()!>/

#.B%(& T"&(#Kg/

$P()()g

#(>#.B%(& T"&(#


35/74

8($&"

: 9 10 11

P()()gP"'i'i /

P"&")g()!>/

#.B%(& T"&(#Kg/

&' (4( & 22&8'

4 & ()&82&

((80 9(82 (;''08

4 4'9845

8 $&P()()g

#(>P &

#.B%(& T"&(#


36/74

8($&"

: 9 10 11

P()()gP"'i'i /

P"&")g()!>/

#.B%(& T"&(#Kg/

&' (4( ( (;4208'

&' (4( ( (;4208'

((80 54800000000 & (;9098('

:,+:*.49

E. PERHITUNGAN PEMBESIAN PILAR


37/74

panjang = (08&' m

jarak gap = '8() m

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

TULANGAN HORI?ONTAL PILAR ATAS

.( (2 ( = '8'2' '8&4' (8&( '8()& = '850''

0 0 = '8'2'

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

4

+6.927

+ 4,427

+9.567

6.13

1.51

5.44.96

0.10

0.320.10

0.10

0.08

0.630.57

0.40

6.03

1.00

6.80

6.53

0.50

5.64

0.70

5.14

0.70

7.53

6.03

6.53

0.150.15

0.15

0.90

Si!"# S$%& P%!%'i() U$() /i(%&%

P()()gP"&")g()

B%(& (($ G(=


38/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/ /

( &

>

Si!"# S$%& P%!%'i() U$() /i(%&%

P()()gP"&")g()

B%(& (($ G(=


39/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/ /

(2 ( = '8'2' (8'(4' (8&( '8()& ( & = '8('''

0 0 = '8('''2 = '8('''

2 ) = '80&''4 = '8('''

) 5 = '8(''' = '8('''

4 9 = '8'2'5

9

(2 ( = '8'2' (8'(4' (8&( '8()( & & = '8('''

0 0 = '8('''2 = '8('''

2 ) = '80&''4 = '8('''

) 5 = '8('''

= '8('''4 9 = '8'2'

5

9

.( (2 ( = '8'2' ('84(&' (8&( '8(&)( 2 & = )8&(''

0 = '8'2'

2 = '8'2'& ) ) = )8&(''

4 = '8'2'

0 4 >

;;

Si!"# S$%& P%!%'i() U$() /i(%&%

B i

P()()gP"&")g()

B%(&K 2 3/

(($ G(= /


40/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/ /

(2 ( = '8'2' 480&' (8&(( & & = '8)5''

0 = '8'2'

0

TULANGAN VERTIKAL PILAR ATAS

.( (2 ( = '8'2' 48(44' (8&( '8()( & = )8&''

0 = '8&)''2 = '8'2'

&

20 >

PILAR PONASI

.( (2 ( = '8'2' (84'4' (8&( '8(&)& = (8)(''

0 0 = '8'2'

( &

>

.( (2 ( = '8'2' (&82)&' (8&( '8(&)( 2 & = 48(0''

0 = '8'2'2 = '8'2'

& ) ) = 48(0''

;

; ;

Si!"# S$%& P%!%'i() U$() /i(%&%

B%'i

P()()gP"&")g()

B%(&Kg23/

(($ G(=/


41/74

/

1 * + 4 5 6

B%'ig

/Kg23/ /

4 = '8'2'

0 4 >

.( (2 ( = '8'2' (84'4' (8&( '8(&)

( 0 & = (8)(''0 = '8'2'

&

>

Si!"# S$%& P%!%'i() U$() /i(%&%

B%'i

P()()gP"&")g()

B%(&Kg23/

(($ G(=/


42/74

1 * + 4 5 6

B%'ig

/Kg2 / /

.( (2 ( = '8'2' &8094' (8&( '8()( ) & = '845''

0 = '894''2 = '845''

& 2 ) = '8'2'

0

>

.( (2 ( = '8'2' (8&44' (8&( '8()( & = '845''

0 = '8)'''2 = '8'2'

&

0 2 >

PLAT INAK UTAMA

.( (2 ( = '8'2' 080&4' (8&( '8()( ) & = '824''

0 = &80(''2 = '824''

& 2 ) = '8'2'

0

>

.& (' ( = '8'2' 48294' '84& '8()( & 0 & = 482'''

0 = '8'2'

;

;

;

Si!"# S$%& P%!%'i() U$() /i(%&%

B%'i

P()()gP"&")g()

B%(&Kg23/

(($ G(=/


43/74

1 * + 4 5 6

B%'i/

Kg2 / /

?


44/74

8($&"

: 9 10 11

:2/;1 5


45/74

: 9 10 11

/!>/

g/

8($&"P()()g

P"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


46/74

: 9 10 11

!>/g

)8(2 0)8&4444445 ) &(48))

)8(2 0)8&4444445 ) &(48))

)8(2 2&8(& ) &;5'(80

8($&"P()()g

P"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


47/74

: 9 10 11

!>/

4 ) &25852

(08)4 9(82 ) )')80&

'85 484 ) 428'4

'85 484 ) 294849

8($&"P()()g

P"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


48/74

: 9 10 11

!>/

'85 484 ) 428'4

8($&"P()()g

P"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


49/74

: 9 10 11

!>/

48(0 2(84444445 ) 4'48&)

08'& &(8(0000000 ) (4(85'

48 24800000000 ( (48&5

&80( (482 & (0(82'

8($&"P()()g

P"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


50/74

: 9 10 11

/

5,4.0*

8. PERHITUNGAN PEMBESIAN EMBATAN


51/74

Page )( %f 52

panjang = (08&' m

jarak gap = '8() m

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

TULANGAN TIANG EMBATAN I LUAR AREA MERCU.( (2 Vertikal ( = '8'2' 282(&' (8&(( 2 & = &8((''

0 = '8'2'2 = '8'2'

& ) ) = &8((''

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

4

Skala 1 : 100

1.00

0.37

0.50

1.99

2.00

0.150.15

0.15

0.90

0.15

Skala 1 :

2.

;;

i(%&%P()()g

B%(& (($ G(=

Skala 1 : 100

1.00

0.50


52/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P"&")g()/

B%(&Kg23/

(($ G(=/

4 = '8'2'

0 4 >

Si ! # S$ & P ! i U$ /i(%&%

P()()gP &

B%(& (($ G(=

Skala 1 : 100

1.00

0.50


53/74

Page )0 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/

=/

.( (2 Sengkang ( = '8'2' (8054' (8&( '8()& 4 & = '800''

0 = '80(''( 2 = '800''0 ) ) = '80(''

4 = '8'2'2

>

TULANGAN ABUTMENT EMBATAN I LUAR MERCU

.( (2 P%ndasi utama ( = '8'2' (8954' (8&( '8()( ) & = '824''

0 = '894''2 = '824''

& 2 ) = '8'2'

0

>

.& (2 P%ndasi utama ( = '8'2' (829&' (8&( '8()& = '894''0 = '8'2'

( & 0

.& (' Tul8 .agi 2 = '8'2' 082(&' '84& '8()) = '802''

( & 0 4 = '8'2'

;

;

Si ! # S$ & P ! i U$ /i(%&%

P()()gP &

B%(& (($ G(=

Skala 1 : 100

1.00

0.50


54/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P"&")g()/

B%(&Kg23/

(($ G(=/

?

Si!"# S$%& P%!%'i() U$() /i(%&%

P()()gP"&")g()

B%(& (($ G(=

Skala 1 : 100

1.00

0.50


55/74

Page )) %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/ /

.( (2 Tul8 Vertikal "tiang$ ( = '8'2' &8954' (8&( '8()( & = &8)''

0 = '80'''2 = '8'2'

&

2

0 >

.& (' Tul8 Vertikal "tiang$ ( = '8'2' (289)4' '84& '8()& = (284''0 = '8'2'

( & 0

?TULANGAN TIANG EMBATAN I ATAS MERCU

.( (2 Vertikal ( = '8'2' 289(&' (8&(( 2 & = &84(''

0 = '8'2'2 = '8'2'

& ) ) = &8((''4 = '8'2'

0 4 >

.( (2 Sengkang ( = '8'2' (8054' (8&( '8()& 4 & = '800''

0 = '80(''

;

;;

Si!"# S$%& P%!%'i() U$() /i(%&%

i

P()()gP"&")g()

B%(& /

(($ G(= /

Skala 1 : 100

1.00

0.50


56/74

Page )4 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/ /

( 2 = '800''0 ) ) = '80(''

4 = '8'2'2

>

TULANGAN ABUTMENT EMBATAN I LUAR MERCU

.( (2 P%ndasi utama ( = '8'2' (8954' (8&( '8()( ) & = '824''

0 = '894''2 = '824''

& 2 ) = '8'2'

0

>

.& (2 P%ndasi utama ( = '8'2' (829&' (8&( '8()& = '894''0 = '8'2'

( & 0

.& (' Tul8 .agi 2 = '8'2' 082(&' '84& '8()

) = '802''( & 0 4 = '8'2'

?

;

;

Si!"# S$%& P%!%'i() U$() /i(%&%

B i

P()()gP"&")g()

B%(&K 2 3/

(($ G(= /

Skala 1 : 100

1.00

0.50


57/74

Page )5 %f 52

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

B%'iP"&")g()

/Kg23/ /

.( (2 Tul8 Vertikal "tiang$ ( = '8'2' &8954' (8&( '8()( & = &8)''

0 = '80'''2 = '8'2'

&

2

0 >

.& (' Tul8 Vertikal "tiang$ ( = '8'2' (289)4' '84& '8()

& = (284''

0 = '8'2'

( & 0

?

HAN RAIL

.( (& ( = '8'2' '8954' '89& = '8''

& 0 = '8'2'

( 0>

;

Si!"# S$%& P%!%'i() U$() /i(%&%

B%'i

P()()gP"&")g()

B%(&K 23/

(($ G(=/

Skala 1 : 100

1.00

0.50


58/74

Page ) %f 52

/

1 * + 4 5 6

B%'ig

/Kg23/ /

.( (& Tul @ertikaltiang handrail ( = '8'2' &8(22' '89( 2 & = '8954'

0 = '8'2'

2 = '8'2'& ) ) = '8954'

4 = '8'2'

0 4 >

.( (2 Sengkang ( = '8'2' '8)'' (8&(& 4 & = '8(24'

0 = '8'94'( 2 = '8(24'

0 ) ) = '8'94'4 = '8'2'2

>

;

;;


59/74

Page )9 %f 52

8($&"

: 9 10 11

:2/;1 5


60/74

Page 4' %f 52

: 9 10 11

P"'i'i /!>/

Kg/

8($&"P()()g

P"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


61/74

Page 4( %f 52

: 9 10 11

/!>/

g/

(899 (089 &'84( 2598&&

(2894 (''85000000 & 2(8(9

(2894 (''85000000 & 040800

(08&44445 9822222222 ( (8&(

8($&"P()()g

P"'i'i /

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!>/

#.B%(& T"&(#Kg/


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Page 4& %f 52

: 9 10 11

!>/

8($&"P()()g

P"'i'i /

#(>P"&")g()

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#.B%(& T"&(#Kg/


63/74

Page 40 %f 52

: 9 10 11

!>/

(2894 (''85000000 & ('5840

8'' )2800000000 & (;''&8&5

& () (58(&

(899 (089 () 0285

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64/74

Page 42 %f 52

: 9 10 11

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(2894 (''85000000 & 2(8(9

(2894 (''85000000 & 040800

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P"'i'i /

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65/74

Page 4) %f 52

: 9 10 11

/

(2894 (''85000000 & ('5840

8'' )2800000000 & (;''&8&5

& 44 ((282(

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66/74

Page 44 %f 52

: 9 10 11

& 44 &)(80&

4 44 &5584&

6,90.:*

B. PERHITUNGAN PEMBESIAN LANTAI MUKA

panjang = 285' m

jarak gap = '8() m


67/74

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

INING TIRAI 2CUT O88 7ALL

.( (& ( = '8'2' 280&' '89 '8(&)( ) 4 & = (854''

0 = '8(5''& 2 5 2 = (854''

) = '8'2'

4 = '89)''0 5 = '8'2'

= '8'2' >

(' ( = '8'2' (8)94' '84&

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/

4

,

Skala 1 : 50

0.20

2.00

0.20

0.50

0.20

1.80

+3,927

+ 4,4274.42

4.72

0.30

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0.20

2.11

0.200.50

0.90

0.200.200.50

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i(%&%B%'i

P()()gP"&")g()

/

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(($ G(=/

( & 0 & (( 9'2'


68/74

( & 0 & = ((89'2'0 = '8'2'

2 ) 4 2 = '8'2') = 48)'''4 = '8'2'

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

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KOPERAN MELINTANG


69/74

KOPERAN MELINTANG

.( (& ( = '8'2' (8)24 '89 '8(&)( ) & = '842''

0 = '8(5''& 2 2 = '842''

) = '8'2'

0

>

(' ( = '8'2' &'8)94' '84&( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = 8)'''4 = '8'2'

KOPERAN MEMANANG.( (& ( = '8'2' (8)24 '89 '8(&)

( ) & = '842''0 = '8(5''

& 2 2 = '842'') = '8'2'

0

>

(' ( = '8'2' (8)94' '84&

( & 0 & = ((89'2'0 = '8'2'

2 ) 4 2 = '8'2') = 48)'''4 = '8'2'

?

Si!"# S$%& P%!%'i() U$() /

1 * + 4 5 6

i(%&%B%'i

P()()gP"&")g()

/

B%(&Kg23/

(($ G(=/



70/74


.& (& ( = '8'2' (0859&' '89 '8(&)( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = (8494'4 = '8'2' ?

.& (& ( = '8'2' (0859&' '89 '8(&)( & 0 & = ((89'2'

0 = '8'2'2 ) 4 2 = '8'2'

) = (8494'4 = '8'2' ?


.& (' ( = '8'2' &'8)94' '84& '8()

( & 0 & = ((89'2'0 = '8'2'

2 ) 4 2 = '8'2'

) = 8)'''

4 = '8'2' ?


71/74

8($&"

: 9 10 11

:2/;1 5P"&")g()

!>/

#.B%(& T"&(#Kg/


72/74

8($&"

: 9 10 11

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


73/74

( (2) ) 99)805

4 ) 0(8')

285& 0854 2&)85&

4 ))'825

8($&"

: 9 10 11

P()()gP"'i'i /

#(>P"&")g()

!>/

#.B%(& T"&(#Kg/


74/74

( (2) ( (;55)89)

( (2) ( (;55)89)

285& 0&824444445 & &285)

,5:0.:+

pembesian tabat tagihan mc-100

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