Tabelberatbesi
16
TABEL BESI BESI BETON POLOS & ULIR UKURAN BERAT (mm) (Kg) 6 0.222 8 0.395 9 0.500 10 0.617 12 0.888 13 1.040 16 1.578 0.000201 16 1.578 0.000283 19 2.223 0.00038 22 2.985 0.000491 25 3.853 0.000615 28 4.830 0.00066 29 5.185 0.000804 32 6.313 0.001017 36 7.990 6p 0.22 8p 0.4 9p 0.5 10p 0.62 12p 0.89 13p 1.04 16p 1.57 16p 1.58 19p 2.23 22p 2.98 25p 3.85 28p 4.83 29p 5.19 32p 6.31 36p 7.99
Transcript of Tabelberatbesi
TABEL BESI
BESI BETON POLOS & ULIR
UKURAN BERAT(mm) (Kg)
6 0.2228 0.3959 0.50010 0.61712 0.88813 1.04016 1.578
0.000201 16 1.5780.000283 19 2.2230.00038 22 2.985
0.000491 25 3.8530.000615 28 4.8300.00066 29 5.185
0.000804 32 6.3130.001017 36 7.990
6p 0.228p 0.49p 0.510p 0.6212p 0.8913p 1.0416p 1.5716p 1.5819p 2.2322p 2.9825p 3.8528p 4.8329p 5.1932p 6.3136p 7.99
Beton Rasio0 -123456
7852.3089171975 0.00201 77844.4518940664 87856.5036584724 97853.2484076433 107848.0436760692 11
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KONVERSI BESICTH BESI 16-->13LUAS PENAMPANG D16LUAS PENAMPANG D13
A13/A16 X JARAK D16
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
Kg/m3
LUAS PENAMPANG D16 200.96LUAS PENAMPANG D13 132.665
X JARAK D16 99.02344
PT. PEMBANGUNAN PERUMAHAN (Persero)DIVISI OPERASI IIDI HITUNG OLEH : Err:540NAMA PROYEK : Err:540START OF DATE Err:540FINISH OF DATE Err:540
NOUKURAN
JML VOL. BETONP L ( d ) T
CODE1 Pile Cap2 Beam3 Kolom4 Balok5 Pelat6 Pelat Basement7 Column Bulat8 Dinding9 Anak Tangga
10 Pelat Tangga11 Pile Cap Segi Enam
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LANTAI DASAR - TIE BEAM -
2 -
2 - 2 - 2 - 2 - 2 - 2 - 2 - 2 -
- - - - - -
LANTAI ATAP - 3 KOLOM3 K1. C 0.6 0.6 4.73 13 22.14 3 K2. D 0.5 0.5 4.73 2 2.36 3 K3. C 0.3 0.5 4.73 7 4.97
3 0.6 0.6 0.73 13 3.42 3 0.5 0.5 0.73 2 0.37 3 0.3 0.5 0.73 7 0.77
29.47 4 BALOK - 4 B1 -
as 8-9 / C-Gas 1-2 / C-B
4 G1 - 4 G1.A -
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BEKISTING LANTAI BEKISTING DINDING TOTAL BEKISTING TOTAL PEMBESIAN
- - -
- - - - - -
- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- 147.58 147.58 - 18.92 18.92 - 52.98 52.98
- 22.78 22.78 - 2.92 2.92 - 8.18 8.18
219.47 - - - - - -
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RASIO BESI THD BETON GALIAN TANAH LANTAI KERJA PASIR URUG BATACO
- - - -
- - - - - - - -
- - - -
- - - - - - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- 4.68 0.47 -
- 0.50 0.05 -
- 1.05 0.11 -
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LUAS BANGUNAN : Err:540NAMA PROYEK : Err:540DIHITUNG OLEH : 0TANGGA : 4/7/2023
TYPE NO. LOKASI NO. TUL TYPE D DIMENSION (cm)
aDia.
Plat Lantai Bs-2PK-A A 13 0PKA A 13 0PK-B A 13 0PK-B A 13 0
AS. 10-9/A-D PK-A A 13 65.9PKA A 13 2161.52PK-B A 13 65.9PK-B A 13 2161.52
AS. 9-8/A dan D PK-A A 13 31.4PKA A 13 47.1PK-B A 13 31.4PK-B A 13 47.1
AS. 9-8/B-A/C-D PK-A A 13 32.8PKA A 13 377.2PK-B A 13 32.8PK-B A 13 377.2
AS. 9-8/C-B PK-A A 13 29.2PKA A 13 64.24PK-B A 13 29.2PK-B A 13 64.24
asd PK-A A 13 31.15PKA A 13 46.725PK-B A 13 31.15PK-B A 13 46.725
AS. 9-8/C-B PK-A A 13 12.4PKA A 13 198.4PK-B A 13 12.4PK-B A 13 198.4
Plat Lantai Bs-1AS 9-10/C-D PK-A A 10 0
REFF. GAMBA
R
TOTAL UNITDIMENSION (cm) R LENGTH NUMBER WEIGHT WEIGHT
b c d Hook (cm) (kg/m) (kg)
- - - 1 - - - 1 - - - 1 - - - 1 3.12 18,013 1,243,257 1 7.99 ### 94.12 550 1,240,602 1 7.99 ### 3.12 18,013 1,243,257 1 7.99 ### 94.12 550 1,240,602 1 7.99 ### 1.56 393 12,953 1 5.19 67,162.76 2.08 262 12,885 1 7.99 ### 1.56 393 12,953 1 5.19 67,162.76 2.08 262 12,885 1 7.99 ### 1.56 3,144 108,028 1 6.31 ### 16.64 274 107,912 1 7.99 ### 1.56 3,144 108,028 1 6.31 ### 16.64 274 107,912 1 7.99 ### 1.56 536 16,487 1 5.19 85,486.96 3.12 244 16,436 1 7.99 ### 1.56 536 16,487 1 5.19 85,486.96 3.12 244 16,436 1 7.99 ### 1.56 390 12,757 2 5.19 ### 2.08 260 12,689 2 7.99 ### 1.56 390 12,757 2 5.19 ### 2.08 260 12,689 2 7.99 ### 1.04 1,654 22,230 1 0.89 19,740.03 8.84 104 21,553 1 7.99 ### 1.04 1,654 22,230 1 0.89 19,740.03 8.84 104 21,553 1 7.99 ###
###
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Total REMARKS
L
E ca b
D aC
a
b
c
Aa
a
Ea
bc
F a
b
c
G
a
b
Ha
b
c
d
i
a
b
Project : #REF!Dihitung Oleh : #REF!Tanggal : 4/7/2023
NO LOKASI URAIAN PEKERJAAN UKURAN
P L T
UNIT VOLUME UKURAN
UNIT VOLUME TOTAL VOLUME P L T
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