DESIGN DRAWING
350.00
EKSISTING Skala 1 : 75
C L
01 RENCANA BOX CULVERT SINGLE 3 x 3 Skala 1 : 75
08
DESIGN DRAWING
600
I
I I
II
I DENAH BOX CULVERT DOUBLE 3 m X 3 m Skala 1 : 50
02
08
DESIGN DRAWING 960 300
300
30
300
30
300
30
C L
C L
75 30
50
80
60
30
150
150 300 300
340
Tebal Plat 30 cm
30 100
30
100
DETAIL PLAT UJUNG Skala 1 : 75
TAMPAK MEMANJANG Skala 1 : 75
30
10
C L
1 2
20
Lebar Badan Jalan
30
20
A
50
2%
30
30
50 100
20 300
30
03
30
30
40
100 POTONGAN MELINTANG
B
Skala 1 : 75
DETAIL B 40
DETAIL A Skala 1 : 20
Skala 1 : 20
08
DESIGN DRAWING
20
20 10
10
600
Beton Bertulang K-250
50
20 30
30
30
240
300
30 30 100 Lantai Kerja (Beton K-125) t = 20 cm
POTONGAN II - II Skala 1 : 50
04
08
250
DESIGN
250
DRAWING 250
30,0
300,0
30,0
05 30,0
300,0
DETAIL PENULANGAN Skala 1 : 25
30,0
08
DESIGN a
BOX CULVERT TIPE SINGLE ( 3/3 ) DIA.( 0 ) BANGUNAN
DIMENSION ( CM )
PANJANG
BENTUK ( MM )
a
b
Box Culvert
A
16
72
72
Per Meter
B
12
354
24
C
10
D
10
Panjang
c
d
189
34
BERAT BESI/M (KG)
( CM )
DRAWING
Variable
Variable
A JUMLAH
B
BERAT ( KG )
1,578
401
16
101,24
0,888
756
16
107,42
100
0,617
100
96
59,23
79
0,617
79
16
DINDING SAYAP
7,80 275,69
a
A a
Dinding Sayap
A
( 1 Buah )
12
410
0,888
870
3
23,18 b
B
12
150
0,888
325
11
31,75
A'
12
130
0,888
310
18
49,55
B'
12
150
0,888
325
21
60,61 c
165,09
Kerb
A
10
15
( 1 Buah )
B
10
1074
61
33
35
B
d
0,617
176
54
58,00
0,617
1074
7
46,00
KERB
a
A
104,00 a b
Dinding Penahan
A
10
36
Bawah ( 1 Buah )
B
10
354
92
0,617
256
18
0,617
354
8
B 28,00
KOKER
17,00 45,00
a
c
b
a a
d b
a
06
d
A
B BOX CULVERT
C
D
08
DESIGN DRAWING
-3,165
-3,165 -1,737
-3,165
-3,165
-1,737
-1,737
-1,737
1,406 2,835
2,093
2,093
-1,052
-1,052
3,727 1,998 -4,356
-4,356
-2,626
-2,626 -2,626
-4,356
-2,626
-4,356
Moment Diagram Moment Diagram
07
08
DESIGN DRAWING
5,541 5,541
1,050
-1,050
4,878
-4,878
-5,541 -5,541
-7,701 -7,701
9,230
-1,573
1,573
-9,230
7,701 7,701 Shear Force Diagram Shear Force Diagram
08
08
