Tabel Berat Besi Tulangan

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    TABEL BESI ILMUSIPIL.COM

    BESI BETON POLOS & ULIR

    UKURAN BERAT

    (mm) (Kg) Beton Rasio

    6 0.222 0 -

    8 0.395 1 Kg/m3

    9 0.500 2 Kg/m3

    10 0.617 3 Kg/m3

    12 0.888 4 Kg/m3

    13 1.040 5 Kg/m3

    16 1.578 6 Kg/m3

    16 1.578 7 Kg/m3

    19 2.223 8 Kg/m3

    22 2.985 9 Kg/m3

    25 3.853 10 Kg/m3

    28 4.830 11 Kg/m3

    29 5.185 -

    32 6.313

    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 2.2322p 2.98

    25p 3.85

    28p 4.83

    29p 5.19

    32p 6.31

    36p 7.99

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    PT. PEMBANGUNAN PERUMAHAN (Persero)

    DIVISI OPERASI II

    DI HITUNG OLEH : #REF!

    NAMA PROYEK : #REF!

    START OF DATE #REF!

    FINISH OF DATE #REF!

    P L ( d ) T

    CODE

    1 Pile Cap

    2 Beam

    3 Kolom

    4 Balok

    5 Pelat

    6 Pelat Basement

    7 Column Bulat

    8 Dinding9 Anak Tangga

    10 Pelat Tangga

    11 Pile Cap Segi Enam

    -

    LANTAI DASAR -

    TIE BEAM -

    2 -

    2 -

    2 -

    2 -

    2 -

    2 -2 -

    2 -

    2 -

    -

    -

    -

    -

    -

    -

    LANTAI ATAP -

    3 KOLOM

    3 K1. C 0.6 0.6 4.73 13 22.143 K2. D 0.5 0.5 4.73 2 2.37

    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

    NOUKURAN

    JML VOL. BETON

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    29.47

    4 BALOK -

    4 B1 -

    as 8-9 / C-G

    as 1-2 / C-B

    4 G1 -4 G1.A -

    -

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    - 147.58 147.58- 18.92 18.92

    - 52.98 52.98

    - 22.78 22.78

    - 2.92 2.92

    - 8.18 8.18

    BEKISTING LANTAI BEKISTING DINDING TOTAL BEKISTING TOTAL PEMBESIAN

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    219.47

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    FALSE - - -FALSE - - -

    FALSE - - -

    PASIR URUG BATACORASIO BESI THD BETON

    GALIAN TANAH LANTAI KERJA

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    FALSE - - -

    FALSE - - -

    FALSE - - -

    FALSE - - -

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    LUAS BANGUNAN : #REF!

    NAMA PROYEK : #REF!

    DIHITUNG OLEH : #REF!

    TANGGA : 4/1/2012

    NO. LOKASI NO. TUL TYPE D

    a

    Dia.

    Plat Lantai Bs-2

    PK-A A 13 #REF!

    PKA A 13 #REF!

    PK-B A 13 #REF!

    PK-B A 13 #REF!

    AS. 10-9/A-D PK-A A 13 65.9

    PKA A 13 2161.52

    PK-B A 13 65.9

    PK-B A 13 2161.52

    AS. 9-8/A dan D PK-A A 13 31.4

    PKA A 13 47.1

    PK-B A 13 31.4

    PK-B A 13 47.1

    AS. 9-8/B-A/C-D PK-A A 13 32.8

    PKA A 13 377.2

    PK-B A 13 32.8

    PK-B A 13 377.2

    AS. 9-8/C-B PK-A A 13 29.2

    PKA A 13 64.24

    PK-B A 13 29.2

    PK-B A 13 64.24

    asd PK-A A 13 31.15

    PKA A 13 46.725

    PK-B A 13 31.15

    PK-B A 13 46.725

    AS. 9-8/C-B PK-A A 13 12.4

    PKA A 13 198.4

    PK-B A 13 12.4

    PK-B A 13 198.4

    Plat Lantai Bs-1

    AS 9-10/C-D PK-A A 10 #REF!

    REFF.

    GAMBAR

    TYPE

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    TOTAL UNITR LENGTH NUMBER WEIGHT WEIGHT

    b c d Hook (cm) (kg/m) (kg)

    #REF! #REF! #REF! 1 #REF! #REF!

    #REF! #REF! #REF! 1 #REF! #REF!

    #REF! #REF! #REF! 1 #REF! #REF!

    #REF! #REF! #REF! 1 #REF! #REF!

    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 7.99 102,952.43

    1.56 393 12,953 1 5.19 67,162.76

    2.08 262 12,885 1 7.99 102,952.43

    1.56 3,144 108,028 1 6.31 681,979.75

    16.64 274 107,912 1 7.99 862,218.16

    1.56 3,144 108,028 1 6.31 681,979.75

    16.64 274 107,912 1 7.99 862,218.16

    1.56 536 16,487 1 5.19 85,486.96

    3.12 244 16,436 1 7.99 131,322.36

    1.56 536 16,487 1 5.19 85,486.96

    3.12 244 16,436 1 7.99 131,322.36

    1.56 390 12,757 2 5.19 132,289.05

    2.08 260 12,689 2 7.99 202,775.011.56 390 12,757 2 5.19 132,289.05

    2.08 260 12,689 2 7.99 202,775.01

    1.04 1,654 22,230 1 0.89 19,740.03

    8.84 104 21,553 1 7.99 172,208.15

    1.04 1,654 22,230 1 0.89 19,740.03

    8.84 104 21,553 1 7.99 172,208.15

    #REF!

    #REF! - #REF! 1 #REF! #REF!

    DIMENSION (cm)

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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

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    Project : #REF!

    Dihitung Oleh : #REF!

    Tanggal : 4/1/2012

    P L T

    NO LOKASI URAIAN PEKERJAANUKURAN

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    P L T

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    TOTAL VOLUMEUNIT VOLUMEUKURAN

    UNIT VOLUME