tabelberatbesi.xls
TRANSCRIPT
TABEL BESI ILMUSIPIL.COM
BESI BETON POLOS & ULIR
UKURAN BERAT(mm) (Kg) Beton Rasio
6 0.222 0 -8 0.395 19 0.500 2
10 0.617 312 0.888 413 1.040 516 1.578 616 1.578 719 2.223 822 2.985 925 3.853 1028 4.830 1129 5.185 -32 6.31336 7.9906p 0.228p 0.49p 0.5
10p 0.6212p 0.8913p 1.0416p 1.5716p 1.5819p 2.2322p 2.9825p 3.8528p 4.8329p 5.1932p 6.3136p 7.99
Menghitung Berat Besi Tanpa Tabel
Berat besi adala = 0.006165 x d2 x p
d2 = adalah diameter besi pankat 2p = panjang besi yg mau dihitug beratx
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 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
-
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 -
-
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 - - - - - -
- - - - - -
- - -
RASIO BESI THD BETON GALIAN TANAH LANTAI KERJA PASIR URUG BATACO
- - - -
- - - - - - - -
- - - -
- - - - - - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
- 4.68 0.47 -
- 0.50 0.05 -
- 1.05 0.11 -
- - - - - - - -
- - - -
- - - -
- - - -
LUAS BANGUNAN : Err:540NAMA PROYEK : Err:540DIHITUNG OLEH : 0TANGGA : 4/18/2023
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 ###
###
- - - 1
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 : 4/18/2023
NO LOKASI URAIAN PEKERJAAN UKURAN
P L T
UNIT VOLUME UKURAN
UNIT VOLUME TOTAL VOLUME P L T
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -