tabel berat besi
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TABEL BESIBESI BETON POLOS & ULIR
ILMUSIPIL.COM
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 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 Kg/m3 -
PT. PEMBANGUNAN PERUMAHAN (Persero) DIVISI OPERASI II DI HITUNG OLEH : #REF! NAMA PROYEK : #REF! START OF DATE #REF! FINISH OF DATE #REF! NO CODE 1 2 3 4 5 6 7 8 9 10 11 UKURAN L(d) JML VOL. BETON
P
T
Pile Cap Beam Kolom Balok Pelat Pelat Basement Column Bulat Dinding Anak Tangga Pelat Tangga Pile Cap Segi Enam 0.6 0.5 0.3 0.6 0.5 0.3 0.6 0.5 0.5 0.6 0.5 0.5 4.73 4.73 4.73 0.73 0.73 0.73 13 2 7 13 2 7
LANTAI DASARTIE BEAM
2 22 2 2 2 2 2 2
LANTAI ATAP
3 3 3 3 3 3 3
KOLOMK1. C K2. D K3. C
22.14 2.37 4.97 3.42 0.37 0.77
29.474 4 BALOK B1 as 8-9 / C-G as 1-2 / C-B G1 G1.A -
4 4
-
-
BEKISTING LANTAI
BEKISTING DINDING
TOTAL BEKISTING
TOTAL PEMBESIAN
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-
-
147.58 18.92 52.98 22.78 2.92 8.18
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147.58 18.92 52.98 22.78 2.92 8.18
219.47-
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RASIO BESI THD BETON
GALIAN TANAH
LANTAI KERJA
PASIR URUG
BATACO
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FALSE FALSE FALSE
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FALSEFALSE
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FALSE FALSE
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-
LUAS BANGUNAN : NAMA PROYEK : DIHITUNG OLEH : TANGGA : REFF. GAMBAR
#REF! #REF! #REF! 3/8/2012 TYPE
NO.
LOKASI
NO. TUL
TYPEDia.
D a
DIMENSION
Plat Lantai Bs-2 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
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
A
10
#REF!
DIMENSION (cm) b c d
R Hook
UNIT TOTAL LENGTH NUMBER WEIGHT WEIGHT (cm) (kg/m) (kg)
#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! 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!
-
#REF!
1
#REF!
#REF!
Total Aa
REMARKS
Ea c b
c a b
Ca
D a
Ea b c
Fb
a
c
Gb a
Hd
a b c
ib a
L
Project Dihitung Oleh Tanggal NO LOKASI
: : :
#REF! #REF! 3/8/2012 URAIAN PEKERJAANP
UKURANL T
UNIT
VOLUMEP
UKURANL T
UNIT
VOLUME
TOTAL VOLUME
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