TABEL BESI
ILMUSIPIL.COM
BESI BETON POLOS & ULIR
UKURAN (mm) 6 8 9 10 12 13 16 16 19 22 25 28 29 32 36 6p 8p 9p 10p 12p 13p 16p 16p 19p 22p 25p 28p 29p 32p 36p
BERAT (Kg) 0.222 0.395 0.500 0.617 0.888 1.040 1.578 1.578 2.223 2.985 3.853 4.830 5.185 6.313 7.990 0.22 0.4 0.5 0.62 0.89 1.04 1.57 1.58 2.23 2.98 3.85 4.83 5.19 6.31 7.99
Beton 0 1 2 3 4 5 6 7 8 9 10 11
Rasio 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m 3 Kg/m -
PT. PEMBANGUNAN PERUMAHAN (Persero) DIVISI OPERASI II DI HITUNG OLEH : #REF! NAMA PROYEK : #REF! START OF DATE #REF! FINISH OF DATE #REF! NO
P
UKURAN L(d)
T
JML
VOL. BETON
CODE 1 2 3 4 5 6 7 8 9 10 11
Pile Cap Beam Kolom Balok Pelat Pelat Basement Column Bulat Dinding Anak Tangga Pelat Tangga Pile Cap Segi Enam -
LANTAI DASAR
TIE BEAM 2
-
2
-
2 2 2 2 2 2 2
LANTAI ATAP
3
KOLOM
3
K1. C K2. D K3. C
3 3 3 3 3
0.6 0.5 0.3
0.6 0.5 0.5
4.73 4.73 4.73
13 2 7
22.14 2.37 4.97
0.6 0.5 0.3
0.6 0.5 0.5
0.73 0.73 0.73
13 2 7
3.42 0.37 0.77
29.47
4 4
4 4
BALOK B1 as 8-9 / C-G as 1-2 / C-B G1 G1.A
-
-
-
BEKISTING LANTAI
-
BEKISTING DINDING
TOTAL BEKISTING
-
-
-
-
-
-
-
-
-
-
-
-
147.58 18.92 52.98
147.58 18.92 52.98
-
22.78 2.92 8.18
22.78 2.92 8.18
TOTAL PEMBESIAN
219.47
-
-
-
-
-
-
-
-
-
RASIO BESI THD BETON
GALIAN TANAH
FALSE FALSE FALSE
LANTAI KERJA
PASIR URUG
BATACO
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
FALSE
-
-
-
FALSE
-
-
-
FALSE FALSE
-
-
-
-
-
-
-
LUAS BANGUNAN : NAMA PROYEK : DIHITUNG OLEH : TANGGA :
#REF! #REF! #REF! 12/27/2012
REFF.
TYPE
NO.
LOKASI
NO. TUL
TYPE
D a
GAMBAR Dia. Plat Lantai Bs-2
AS. 10-9/A-D
AS. 9-8/A dan D
AS. 9-8/B-A/C-D
AS. 9-8/C-B
asd
AS. 9-8/C-B
Plat Lantai Bs-1 AS 9-10/C-D
PK-A PKA PK-B PK-B PK-A PKA PK-B PK-B PK-A PKA PK-B PK-B PK-A PKA PK-B PK-B PK-A PKA PK-B PK-B PK-A PKA PK-B PK-B PK-A PKA PK-B PK-B
A A A A A A A A A A A A A A A A A A A A A A A A A A A A
13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13
#REF! #REF! #REF! #REF! 65.9 2161.52 65.9 2161.52 31.4 47.1 31.4 47.1 32.8 377.2 32.8 377.2 29.2 64.24 29.2 64.24 31.15 46.725 31.15 46.725 12.4 198.4 12.4 198.4
PK-A
A
10
#REF!
b
DIMENSION (cm) c d
UNIT TOTAL LENGTH NUMBER WEIGHT WEIGHT (cm) (kg/m) (kg)
R Hook
#REF! #REF! #REF! #REF! 3.12 94.12 3.12 94.12 1.56 2.08 1.56 2.08 1.56 16.64 1.56 16.64 1.56 3.12 1.56 3.12 1.56 2.08 1.56 2.08 1.04 8.84 1.04 8.84
#REF!
#REF! #REF! #REF! #REF! 18,013 550 18,013 550 393 262 393 262 3,144 274 3,144 274 536 244 536 244 390 260 390 260 1,654 104 1,654 104
-
#REF! #REF! #REF! #REF! 1,243,257 1,240,602 1,243,257 1,240,602 12,953 12,885 12,953 12,885 108,028 107,912 108,028 107,912 16,487 16,436 16,487 16,436 12,757 12,689 12,757 12,689 22,230 21,553 22,230 21,553
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 1 1 1 1
#REF! #REF! #REF! #REF! 7.99 7.99 7.99 7.99 5.19 7.99 5.19 7.99 6.31 7.99 6.31 7.99 5.19 7.99 5.19 7.99 5.19 7.99 5.19 7.99 0.89 7.99 0.89 7.99
#REF! #REF! #REF! #REF! ####### ####### ####### ####### 67,162.76 102,952.43 67,162.76 102,952.43 681,979.75 862,218.16 681,979.75 862,218.16 85,486.96 131,322.36 85,486.96 131,322.36 132,289.05 202,775.01 132,289.05 202,775.01 19,740.03 172,208.15 19,740.03 172,208.15 #REF!
#REF!
1
#REF!
#REF!
Total
REMARKS
A
c a b
E
a a
D a
C a
c b
E
F
a
b
c
a b c
H
G b
d a
i b
b c
L
a
a
Project Dihitung Oleh Tanggal NO
LOKASI
: : :
#REF! #REF! 12/27/2012 UKURAN
URAIAN PEKERJAAN P
L
T
UNIT
UKURAN
VOLUME P
-
L
UNIT
VOLUME
TOTAL VOLUME
T
-
-
