perhitungan beton

CONTOH PERHITUNGANBETON BERTULANG

TAHUN ANGGARAN 2004

NO. URAIAN HASIL ANALISA

1 Hasil Analisa Pekerjaan Cor Beton Site Mix K-175



4 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 175



7 Hasil Analisa Pekerjaan Besi Beton U. 24

8 Hasil Analisa Pekerjaan Besi Beton U. 39

9 Hasil Analisa Pekerjaan Bekisting Papan

10 Hasil Analisa Pekerjaan Bekisting Multiplek 9 MM

11 Hasil Analisa Pekerjaan Bekisting Multiplek 12 MM

12 Hasil Analisa Pekerjaan Stoot Werk

A. KOLOM1

- Beton Readymix K-225 ( A034 )

- Besi beton U.24 ; 233.78 x Hasil Analisa ( A036 )

- Bekisting Multi 12 mm (1 : 0,3 : 0,3) x (0,3 x 4) x Hasil Analisa ( A048)

- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A049 )

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2 KOLOM 20x25 ( 154.8 KG/M3 U.24 ) K-225 READY MIX BEKISTING MULTIPLEX - Beton Readymix K-225 ( A034 )

- Besi beton U.24 ; 154.8 x Hasil Analisa (A036)

- Bekisting Papan (1 : 0,2 : 0,25) x (0,2 + 0,2 + 0,25 + 0,25) xHasil Analisa (A048)

` - Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A049 )

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3 KOLOM 80x80 ( 181.2 KG/M3 U.24 ) K.225 READY MIX BEKISTING MULTI 12 MM- Beton Readymix K-225 (A034)

- Besi beton U.24 ; 181.2 xHasil Analisa (A036)

- Bekisting Multi 12 mm (1 : 0,8 : 0,8) x (0,8 x 4) x Hasil Analisa (A048)


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KOLOM 30x30 ( 233.78 KG/M3 U.24 ) K-225 READY MIX BEKISTING MULTI 12 MM

4 KOLOM 25x45 ( 271.05 KG/M3 U.24 ) K.225 -READY MIX BEKISTING MULTI 12 MM- Beton Readmix K-225 (A034)


- Bekisting Multi 12 mm (1 : 0,25 : 0,45) x (0,25 + 0.25 + 0.45 + 0.45) x Hasil Analisa (A048)


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5- Beton Ready Mix K-175 (A034)


- Bekisting Multi 12 mm (1 : 0,15 : 0,15) x (0,15 x 4) x Hasil Analisa (A048)

- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)

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6- Beton Ready Mix K-175(A034)


- Bekisting Papan (1 : 0,15 : 0,15) x (0,15 x 4) x Hasil Analisa (A046)


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6- Beton Site Mix K-225(A030)


- Bekisting Papan (1 : 0,25 : 0,50) x (0,25 + 0.25 + 0.5 + 0.5 ) x Hasil Analisa (A046)


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- Besi beton U.24 ; 160. x Hasil Analisa (A036)

- Bekisting multiplex (1 : 0,15 : 0,30) x (0,15 + 0.15 + 0.3 + 0.3) x Hasil Analisa (A048)


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- Bekisting Papan (1 : 0,35 : 0,35) x (0,35 *4) x Hasil Analisa (A046)


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KOLOM 15x15 ( 299.33 KG/M3 U.24 ) READY MIX K-175 BEKISTING MULTI 12 MM

KOLOM 15x15 ( 299.33 KG/M3 U.24 ) READY MIX K-175 BEKISTING PAPAN

KOLOM 25x50 ( 96.80 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN

KOLOM 15x30 ( 160 KG/M3 U.24 ) SITE MIX K-175 BEKISTING MULTIPLEX

KOLOM 35x35 ( 69.66 KG/M3 U.24 ) SITE MIX K-175 BEKISTING PAPAN



- Bekisting MULTIPLEX (1 : 0,25 : 0,30) x (0,25 + 0.25 + 0.3 + 0.3) x Hasil Analisa (A048)


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- Bekisting Papan (1 : 0,25 : 0,30) x (0,25 + 0.25 + 0.3 + 0.3) x Hasil Analisa (A046)


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B. BALOK

1 BALOK 50x65 ( 236,7 KG/M3 U.39 ) K-300 READY MIX BEKISTING MULTI 12 MM- Beton Readymix K-300 (A035)


- Bekisting Multi 12 mm (1 : 0,5 : 0,65) x (0,65 x 2 + 0,5) x Hasil Analisa (A048)

- Stoot Werk ; (1 : 0,5 : 0,65) x (0,5 + 0,3) x Hasil Analisa (A049)

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2- Beton Readymix K-300 (A35)

- Besi beton U.39 ; 242,5 x Hasil Analisa (A037)

- Bekisting Papan (1 : 0,4 : 0,8) x (0,8 x 2 + 0,4) x Hasil Analisa (A047)


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- Bekisting Multi 12 mm (1 : 0,4 : 0,65) x (0,65 x 2 + 0,4) x Hasil Analisa (A048)


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- Besi beton U.24 ; 194.13.3 x Hasil Analisa (A036)

- Bekisting multiplex (1 : 0,25 : 0,30) x (0,30 x 2 + 0,25) x Hasil Analisa (A048)


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KOLOM 25x30 ( 165.51 KG/M3 U.24 ) SITE MIX K-175 BEKISTING MULTIPLEX

KOLOM 25x25 ( 99.63 KG/M3 U.24 ) SITE MIX K-175 BEKISTING PAPAN

BALOK 40x80 ( 242,5 KG/M3 U.39 ) READY MIX K-300 BEKISTING PAPAN

BALOK 40x65 ( 299,3 KG/M3 U.24 ) SITE MIX K-225 BEKISTING MULTI 12 MM

BALOK 25x30 (194,13 KG/M3 U.24 ) READY MIX K-225 BEKISTINGMULTIPLEX

4- Beton READY Mix K-225 (A031)

- Besi beton U.24 ; 228.78.3 x Hasil Analisa (A036)

- Bekisting multiplex (1 : 0,2 : 0,30) x (0,3 X .2 + 0.2 ) x Hasil Analisa (A048)


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4- Beton ready Mix K-225 (A031)


- Bekisting multiplex (1 : 0,30 : 0,45) x (0,45 x 2 + 0,30) x Hasil Analisa (A047)


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4- Beton Site Mix K-225 (A031)




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4- Beton READY Mix K-225 (A031)

- Besi beton U.24 ; 264 x Hasil Analisa (A036)



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BALOK 20x30 ( 228,78 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTIPLEX


BALOK 25x35 ( 299,3 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN

BALOK 15x30 ( 264 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTIPLEX

RING BALK 15x25 ( 151.82 KG/M3 U.24 ) READY MIX K-225 BEKISTING multiplex






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C PLAT LANTAI1 PLAT LANTAI T=12 CM ( 125 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTI 12 MM

- Beton Readymix K-225 (A034)


- Bekisting Multi 12 mm (1 : 0,12) x Hasil Analisa (A048)

- Stoot Werk ; (1 : 0,12) x Hasil Analisa (A049)

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2 PLAT LANTAI T =12 CM ( 125 KG/M3 U.24 ) SITE MIX K-225 BEKISTING MULTI 12 MM- Beton Site Mix K-225 (A031)




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D. SLOOF

1 SLOOF 40X60 (150 KG/M3 U.39 ) READY MIX K-225 BEKISTING MULTI 12 MM- Beton Ready Mix K-225 (A034)


- Bekisting Multi 12 mm (1 : 0,40 : 0,60 ) X ( 2 x 0,60 ) x Hasil Analisa (A048)

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2 SLOOF 40X60 (150 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN- Beton Site Mix K-225 (A031)


- Bekisting Papan (1 : 0,4 : 0,6 ) X ( 2 x 0,6 ) x Hasil Analisa (A046)



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3 SLOOF 15X20 (180.89 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN- Beton Ready Mix K-225 (A031)



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5 SLOOF 20X30 (133.44 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN- Beton Ready Mix K-225 (A031)



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5 SLOOF 20X40 (106.75 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN- Beton READY Mix K-225 (A031)



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E BETON TANGGA

1 TANGGA ( 218,1 kg/m3 U.39 ) READY MIX K-225 BEKISTING MULTI 12 MM- Beton Readymix K-225 (A034)




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2 TANGGA ( 218,1 kg/m3 U.39 ) SITE MIX K-225 BEKISTING MULTI 12 MM

- Beton Site Mix K-225 (A031)




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CONTOH PERHITUNGANBETON BERTULANG

TAHUN ANGGARAN 2004

NOMOR HASIL HARGA BERIKUT

ANALISA KEUNTUNGAN

A030 365,690.00

A031 365,690.00

A032 365,690.00

A033 365,690.00

A034 365,690.00

A035 365,690.00

A036 365,690.00

A037 365,690.00

A046 2,930.00

A047 2,930.00

A048 2,930.00

A049 2,930.00

KOLOM 20x25 ( 154.8 KG/M3 U.24 ) K-225 READY MIX BEKISTING MULTIPLEX

Bekisting Papan (1 : 0,2 : 0,25) x (0,2 + 0,2 + 0,25 + 0,25) xHasil Analisa (A048)

KOLOM 80x80 ( 181.2 KG/M3 U.24 ) K.225 READY MIX BEKISTING MULTI 12 MM

) K-225 READY MIX BEKISTING MULTI 12 MM

KOLOM 25x45 ( 271.05 KG/M3 U.24 ) K.225 -READY MIX BEKISTING MULTI 12 MM

Bekisting Multi 12 mm (1 : 0,25 : 0,45) x (0,25 + 0.25 + 0.45 + 0.45) x Hasil Analisa (A048)

Bekisting Papan (1 : 0,25 : 0,50) x (0,25 + 0.25 + 0.5 + 0.5 ) x Hasil Analisa (A046)

Bekisting multiplex (1 : 0,15 : 0,30) x (0,15 + 0.15 + 0.3 + 0.3) x Hasil Analisa (A048)

) READY MIX K-175 BEKISTING MULTI 12 MM

) READY MIX K-175 BEKISTING PAPAN


) SITE MIX K-175 BEKISTING MULTIPLEX

Bekisting MULTIPLEX (1 : 0,25 : 0,30) x (0,25 + 0.25 + 0.3 + 0.3) x Hasil Analisa (A048)

Bekisting Papan (1 : 0,25 : 0,30) x (0,25 + 0.25 + 0.3 + 0.3) x Hasil Analisa (A046)

BALOK 50x65 ( 236,7 KG/M3 U.39 ) K-300 READY MIX BEKISTING MULTI 12 MM

Bekisting Multi 12 mm (1 : 0,5 : 0,65) x (0,65 x 2 + 0,5) x Hasil Analisa (A048)

Bekisting Multi 12 mm (1 : 0,4 : 0,65) x (0,65 x 2 + 0,4) x Hasil Analisa (A048)

Bekisting multiplex (1 : 0,25 : 0,30) x (0,30 x 2 + 0,25) x Hasil Analisa (A048)

) SITE MIX K-175 BEKISTING MULTIPLEX


) SITE MIX K-225 BEKISTING MULTI 12 MM

) READY MIX K-225 BEKISTINGMULTIPLEX

Bekisting multiplex (1 : 0,30 : 0,45) x (0,45 x 2 + 0,30) x Hasil Analisa (A047)

) READY MIX K-225 BEKISTING MULTIPLEX



) READY MIX K-225 BEKISTING multiplex


PLAT LANTAI T=12 CM ( 125 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTI 12 MM

PLAT LANTAI T =12 CM ( 125 KG/M3 U.24 ) SITE MIX K-225 BEKISTING MULTI 12 MM

SLOOF 40X60 (150 KG/M3 U.39 ) READY MIX K-225 BEKISTING MULTI 12 MM

SLOOF 15X20 (180.89 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN



TANGGA ( 218,1 kg/m3 U.39 ) READY MIX K-225 BEKISTING MULTI 12 MM

CONTOH PERHITUNGAN BERAT BESI BETON DALAM 1 M3

BESI BETON POLOS BESI BETON SPIRAL

No Diameter Berat Besi No Diameter Berat Besi No.mm Kg / m1 mm Kg / m1

1 4.0 0.13 11 12 0.89 12 5.0 0.12 12 13 1.04 23 5.5 0.19 13 14 1.21 34 5.7 0.20 14 16 1.58 45 6.0 0.22 15 19 2.23 56 6.5 0.31 16 22 2.98 67 8.0 0.40 17 23 3.26 78 9.0 0.53 18 25 3.85 89 10.0 0.62 19 28 4.83 9

10 11.0 0.75 20 31 5.9321 32 6.31

MENGHITUNG BERAT BESI BETON DALAM 1 M3

SLOOF

1. Sloof 15 X 20 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 20 = ( 1 : 0.15 : 0.20 ) =Besi 4 batang dia. 12 = 4 x 33,33 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 33,33 : 0,15 ) x ( 2 x 0,15 ) + ( 2 x 0,2 ) x 0, =

BERAT BESI BETON UNTUK 15 x 20 CM1 DALAM 1 M3 =

2. Sloof 15 X 25 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 25 = ( 1 : 0.15 : 0.25 ) =Besi 4 batang dia. 12 = 4 x 26.67 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 26.67 : 0,15 ) x ( 2 x 0,15 ) + ( 2 x 0,2 5) x 0, =


3. Sloof 20 X 30 cm' pakai tulangan 6 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 30 = ( 1 : 0.20 : 0.30 ) =

Besi 6 batang dia. 12 = 6 x 16,67 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 16,67 : 0,15 ) x ( 2 x 0,20 ) + ( 2 x 0,3 ) x 0, =




6. Sloof 25 X 30 cm' pakai tulangan 6 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 30 = ( 1 : 0.25 : 0.30 ) =Besi 6 batang dia. 12 = 6 x 13,33 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 13,33 : 0,15 ) x ( 2 x 0,25 ) + ( 2 x 0,30) x 0, =


7. Sloof 25 X 45 cm' pakai tulangan 6 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 45 = ( 1 : 0.25 : 0.45 ) =Besi 6 batang dia. 16 = 6 x 8,89 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 8,89 : 0,15 ) x ( 2 x 0,25 ) + ( 2 x 0,45) x 0, 4 =








11. Sloof 50 X 50 cm' pakai tulangan 8 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 50 x 50 = ( 1 : 0.50 : 050 ) =Besi 8 batang dia. 16 = 8 x 4,00 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 4,00 : 0,15 ) x ( 2 x 0,50 ) + ( 2 x 0,50 ) x 0, =


KOLOM

1. Kolom Praktis Kusen 12 X 12 cm' pakai tulangan 4 batang dia. 8 beugel dia. 6 jarak 20 cmPanjang 1 m3 ukuran 12 x 12 c= ( 1 : 0.12 : 0.12 ) =Besi 4 batang dia. 8 = 4 x 69,44 x 0,4 kg =Besi beugel dia. 6 jarak 20 mm = ( 69,44 : 0,20 ) x ( 4 x 0,12 ) x 0, 22 kg =

BERAT BESI BETON UNTUK UKURAN 12 x 12 CM1 DALAM 1 M3 =

2. Kolom Praktis 15 X 15 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 20 cmPanjang 1 m3 ukuran 15 x 15 c= ( 1 : 0.15 : 0.15 ) =Besi 4 batang dia. 12 = 4 x 44,44 x 0,89 kg =Besi beugel dia. 8 jarak 20 mm = ( 44,44 : 0,20 ) x ( 4 x 0,15 ) x 0, 40 kg =


3. Kolom Beton 15 X 20 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 20 c= ( 1 : 0.15 : 0.20 ) =Besi 4 batang dia. 12 = 4 x 33,33 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 33,33 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,20 )) X 0 =

BERAT BESI BETON UNTUK UKURAN 15 x 20 CM DALAM 1 M3 =

4. Kolom Beton 15 X 25 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 25 c= ( 1 : 0.15 : 0.25 ) =Besi 4 batang dia. 12 = 4 x 26,67 x 0,89 kg =

Besi 2 batang dia. 10 = 2 x 26,67 x 0.62 kg =Besi beugel dia. 8 jarak 15 mm = ( 26,67 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,25 )) X 0 =


5. Kolom Beton 15 X 30 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 30 c= ( 1 : 0.15 : 0.30 ) =Besi 4 batang dia. 12 = 4 x 22,22 x 0,89 kg =Besi 2 batang dia. 10 = 2 x 22.22 x 0.62 kg =Besi beugel dia. 8 jarak 15 mm = ( 22,22 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,30 )) X 0 =


6. Kolom Beton 15 X 40 cm' pakai tulangan 4 batang dia. 12 + 4 batang dia. 10 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 40 c= ( 1 : 0.15 : 0.40 ) =Besi 4 batang dia. 12 = 4 x 16,67 x 0,89 kg =Besi 4 batang dia. 10 = 4 x 16,67 x 0.62 kg =Besi beugel dia. 8 jarak 15 mm = ( 16,67 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,40 )) X 0 =


7. Kolom Beton 15 X 45 cm' pakai tulangan 4 batang dia. 12 + 4 batang dia. 10 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 45 c= ( 1 : 0.15 : 0.45 ) =Besi 4 batang dia. 12 = 4 x 14,81 x 0,89 kg =Besi 4 batang dia. 10 = 4 x 14,81 x 0.62 kg =Besi beugel dia. 8 jarak 15 mm = ( 14,81 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,45 )) X 0 =


8. Kolom Beton 20 X 20 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 20 c= ( 1 : 0.20 : 0.20 ) =Besi 4 batang dia. 12 = 4 x 25,00 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 25,00 : 0.15 ) x (( 2 x 0.20 ) + ( 2 X 0,20 )) X 0 =


9. Kolom Beton 20 X 25 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 25 c= ( 1 : 0.20 : 0.25 ) =Besi 4 batang dia. 12 = 4 x 20,00 x 0,89 kg =Besi 2 batang dia. 10 = 2 x 20,00 x 0.62 kg =Besi beugel dia. 8 jarak 15 mm = ( 20 : 0.15 ) x (( 2 x 0.20 ) + ( 2 X 0,25 )) X 0,40 =


10. Kolom Beton 20 X 30 cm' pakai tulangan 6 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 30 c= ( 1 : 0.20 : 0.30 ) =Besi 6 batang dia. 12 = 6 x 16,67 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 16,67 : 0.15 ) x (( 2 x 0.2 ) + ( 2 X 0,3 )) X 0,4 =




12. Kolom Beton 25 X 25 cm' pakai tulangan 8 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 25 c= ( 1 : 0.25 : 0.25 ) =Besi 8 batang dia. 12 = 8 x 16 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 16 : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,25 )) X 0,40 =


13. Kolom Beton 25 X 30 cm' pakai tulangan 4 batang dia. 16 + 2 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 30 c= ( 1 : 0.25 : 0.30 ) =Besi 4 batang dia. 16 = 4 x 13,33 x 1,58 kg =Besi 2 batang dia. 12 = 2 x 13,33 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 13,33 : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,3 )) X 0, =


14. Kolom Beton 25 X 45 cm' pakai tulangan 6 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 45 c= ( 1 : 0.25 : 0.45 ) =Besi 6 batang dia. 16 = 6 x 8,89 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 8,89 : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,45 )) X 0, =


15. Kolom Beton 25 X 50 cm' pakai tulangan 8 batang dia. 16 beugel dia. 8 jarak 15 cm

Panjang 1 m3 ukuran 25 x 50 c= ( 1 : 0.25 : 0.50 ) =Besi 8 batang dia. 16 = 8 x 8,00 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 8, : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,50 )) X 0,40 kg


16. Kolom Beton 30 X 30 cm' pakai tulangan 4 batang dia. 16 + 4 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 30 x 30 c= ( 1 : 0.30 : 0.30 ) =Besi 4 batang dia. 16 = 4 x 11,11 x 1,58 kg =Besi 4 batang dia. 12 = 4 x 11,11 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 11,11 : 0.15 ) x (( 2 x 0.3 ) + ( 2 X 0,3 )) X 0,4 =


17. Kolom Beton 30 X 40 cm' pakai tulangan 6 batang dia. 16 + 2 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 30 x 40 c= ( 1 : 0.30 : 0.40 ) =Besi 6 batang dia. 16 = 6 x 8,33 x 1,58 kg =Besi 2 batang dia. 12 = 2 x 8,33 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 8,33 : 0.15 ) x (( 2 x 0.3 ) + ( 2 X 0,4 )) X 0,40 =




19. Kolom Beton 40 X 40 cm' pakai tulangan 4 batang dia. 19 + 4 batang dia. 16 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 40 x 40 c= ( 1 : 0.40 : 0.40 ) =Besi 4 batang dia. 19 = 4 x 6,25 x 2,23 kg =Besi 4 batang dia. 16 = 4 x 6,25 x 1,58 kg =Besi beugel dia. 10 jarak 15 m = ( 6,25 : 0.15 ) x (( 2 x 0.4 ) + ( 2 X 0,4 )) X 0,62 =


20. Kolom Beton 40 X 60 cm' pakai tulangan 4 batang dia. 19 + 6 batang dia. 16 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 40 x 60 c= ( 1 : 0.40 : 0.60 ) =Besi 4 batang dia. 19 = 4 x 4,17 x 2,23 kg =Besi 6 batang dia. 16 = 6 x 4,17 x 1,58 kg =

Besi beugel dia. 10 jarak 15 m = ( 4,17 : 0.15 ) x (( 2 x 0.4 ) + ( 2 X 0,6 )) X 0,62 =








BALOK

1. Balok Beton 12 X 15 cm' pakai tulangan 4 batang dia. 8 beugel dia. 6 jarak 20 cmPanjang 1 m3 ukuran 12 x 15 c= ( 1 : 0.12 : 0.15 ) =Besi 4 batang dia. 8 = 4 x 55,56 x 0,4 kg =Besi beugel dia. 6 jarak 20 mm = ( 55,56 : 0,20 ) x ( 2 x 0,12 ) + (2 x 0,15) x 0, 22 =


2. Balok Beton 15 X 20 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 20 cmPanjang 1 m3 ukuran 15 x 20 c= ( 1 : 0.2 : 0.2 ) =Besi 4 batang dia. 12 = 4 x 25,00 x 0,89 kg =

Besi beugel dia. 8 jarak 20 mm = ( 25,00 : 0,20 ) x ( 2 x 0,15 ) + ( 2 x 0,2) x 0, 40 =


3. Balok Beton 15 X 25 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 25 c= ( 1 : 0.15 : 0.25 ) =Besi 4 batang dia. 12 = 4 x 26,67 x 0,89 kg =Besi 2 batang dia. 10 = 2 x 26,67 x 0.62 kg =Besi beugel dia. 8 jarak 15 mm = ( 26,67 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,25 )) X 0 =


4. Balok Beton 15 X 30 cm' pakai tulangan 6 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 15 x 30 c= ( 1 : 0.15 : 0.30 ) =Besi 6 batang dia. 16 = 6 x 2.22 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 22,22 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,30 )) X 0,40 kg


5. Balok Beton 20 X 25 cm' pakai tulangan 4 batang dia. 16 + 2 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 25 c= ( 1 : 0.2 : 0.25 ) =Besi 4 batang dia. 16 = 4 x 20,00 x 1,58 kg =Besi 2 batang dia. 12 = 2 x 20,00 x 0.89 kg =Besi beugel dia. 8 jarak 15 mm = ( 20,00 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,25 )) X 0 =


6. Balok Beton 20 X 30 cm' pakai tulangan 7 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 30 c= ( 1 : 0.20 : 0.30 ) =Besi 7 batang dia. 16 = 7 x 16.67 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 16,67 : 0.15 ) x (( 2 x 0.20 ) + ( 2 X 0,30 )) X 0 =


7. Balok Beton 20 X 40 cm' pakai tulangan 9 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 40 c= ( 1 : 0.2 : 0.40 ) =Besi 9 batang dia. 16 = 9 x 12,50 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 20,00 : 0.15 ) x (( 2 x 0.15 ) + ( 2 X 0,25 )) X 0 =


8. Balok Beton 25 X 30 cm' pakai tulangan 5 batang dia. 19 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 30 c= ( 1 : 0.25 : 0.30 ) =Besi 5 batang dia. 19 = 5 x 13.33 x 2,23 kg =Besi beugel dia. 8 jarak 15 mm = ( 13,13 : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,30 )) X 0 =


9. Balok Beton 25 X 40 cm' pakai tulangan 7 batang dia. 19 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 40 c= ( 1 : 0.25 : 0.40 ) =Besi 7 batang dia. 19 = 5 x 10,00 x 2,23 kg =Besi beugel dia. 8 jarak 15 mm = ( 10,00 : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,40 )) X 0 =


10. Balok Beton 25 X 55 cm' pakai tulangan 10 batang dia. 19 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 55 c= ( 1 : 0.25 : 0.55 ) =Besi 10 batang dia. 19 = 10 x 7.27 x 2,23 kg =Besi beugel dia. 8 jarak 15 mm = ( 7,27 : 0.15 ) x (( 2 x 0.25 ) + ( 2 X 0,55 )) X 0, =


11. Balok Beton 30 X 45 cm' pakai tulangan 10 batang dia. 19 + 2 batang dia.10 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 30 x 45 c= ( 1 : 0.30 : 0.45 ) =Besi 10 batang dia. 19 = 10 x 7.41 x 2,23 kg =Besi 2 batang dia. 10 = 2 x 7.41 x 0,62 kg =Besi beugel dia. 10 jarak 15 m = ( 7.41, : 0.15 ) x (( 2 x 0.30 ) + ( 2 X 0,45 )) X 0 =


12. Balok Beton 35 X 50 cm' pakai tulangan 12 batang dia. 19 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 30 x 45 c= ( 1 : 0.35 : 0.50 ) =Besi 12 batang dia. 19 = 12 x 5,71 x 2,23 kg =Besi beugel dia. 10 jarak 15 m = ( 5,71 : 0.15 ) x (( 2 x 0.35 ) + ( 2 X 0,50 )) X 0, =


13. Balok Beton 40 X 60 cm' pakai tulangan 4 batang dia. 22 + 10 batang dia. 19 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 40 x 60 c= ( 1 : 0.40 : 0.60 ) =Besi 4 batang dia. 22 = 4 x 4,17 x 2,98 kg =Besi 10 batang dia. 19 = 10 x 4,17 x 2,23 kg =

Besi beugel dia. 10 jarak 15 m = ( 4,17 : 0.15 ) x (( 2 x 0.40 ) + ( 2 X 0,60 )) X 0, =


14. Balok Beton 60 X 80 cm' pakai tulangan 14 batang dia. 22 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 60 x 80 c= ( 1 : 0.40 : 0.80 ) =Besi 14 batang dia. 22 = 14 x 2,08 x 2,98 kg =Besi beugel dia. 10 jarak 15 m = ( 4,17 : 0.15 ) x (( 2 x 0.40 ) + ( 2 X 0,60 )) X 0, =


CONTOH PERHITUNGAN BERAT BESI BETON DALAM 1 M3

BESI BETON SPIRAL

Diameter Berat Besi mm Kg / m1 10 24

10.00 0.62 13.00 1.04 16.00 1.58 19.00 2.23 22.00 2.98 25.00 3.85 29.00 5.19 32.00 6.31 36.00 7.99

MENGHITUNG BERAT BESI BETON DALAM 1 M3

33.33 m1118.67 kg ( A) 11.13 btg

62.22 kg ( B ) 13.13 btg

180.89 kg/m3 ( A + B )

26.67 m194.93 kg ( A) 8.91 btg56.89 kg ( B ) 12.00 btg

151.82 kg/m3 ( A + B )

16.67 m1

89.00 kg ( A) 8.35 btg44.44 kg ( B ) 9.38 btg

133.44 kg/m3 ( A + B )

12.50 m166.75 kg ( A) 6.26 btg40.00 kg ( B ) 8.44 btg

106.75 kg/m3 ( A + B )

13.33 m171.20 kg ( A) 6.68 btg39.11 kg ( B ) 8.25 btg

110.31 kg/m3 ( A + B )

8.89 m184.27 kg ( A) 4.44 btg33.19 kg ( B ) 7.00 btg

117.45 kg/m3 ( A + B )

7.27 m168.95 kg ( A) 3.64 btg31.03 kg ( B ) 6.55 btg

99.98 kg/m3 ( A + B )

5.56 m170.22 kg ( A) 3.70 btg26.67 kg ( B ) 5.63 btg

96.89 kg/m3 ( A + B )

4.17 m152.67 kg ( A) 2.78 btg22.22 kg ( B ) 4.69 btg

74.89 kg/m3 ( A + B )

4.00 m150.56 kg ( A) 2.67 btg21.33 kg ( B ) 4.50 btg

71.89 kg/m3 ( A + B )

Kolom Praktis Kusen 12 X 12 cm' pakai tulangan 4 batang dia. 8 beugel dia. 6 jarak 20 cm69.44 m1

111.11 kg ( A) 23.44 btg36.67 kg ( B ) 13.78 btg

147.78 kg/m3 ( A + B )

44.44 m1158.22 kg ( A) 14.84 btg

71.11 kg ( B ) 15.00 btg

229.33 kg/m3 ( A + B )

33.33 m1118.67 kg ( A) 11.13 btg

62.22 kg ( B ) 13.13 btg

180.89 kg/m3 ( A + B )

Kolom Beton 15 X 25 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cm26.67 m1

168.53 kg ( A) 15.81 btg

33.07 kg ( B) 4.47 btg56.89 kg ( C ) 12.00 btg

258.49 kg/m3 ( A + B + C )

Kolom Beton 15 X 30 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cm22.22 m179.11 kg ( A) 7.42 btg27.56 kg ( B) 3.72 btg53.33 kg ( C ) 11.25 btg

160.00 kg/m3 ( A + B + C )


128.89 kg/m3 ( A + B + C )


118.52 kg/m3 ( A + B + C )

25.00 m1133.50 kg ( A) 12.52 btg

53.33 kg ( B ) 11.25 btg

186.83 kg/m3 ( A + B )


144.00 kg/m3 ( A + B + C )

16.67 m189.00 kg ( A) 8.35 btg44.44 kg ( B ) 9.38 btg

133.44 kg/m3 ( A + B )

12.50 m1118.50 kg ( A) 6.25 btg

33.33 kg ( B ) 7.03 btg

151.83 kg/m3 ( A + B )

16.00 m1113.92 kg ( A) 10.69 btg

42.67 kg ( B ) 9.00 btg

156.59 kg/m3 ( A + B )


147.11 kg/m3 ( A + B + C )

8.89 m184.27 kg ( A) 4.44 btg33.19 kg ( B ) 7.00 btg

117.45 kg/m3 ( A + B )

8.00 m1101.12 kg ( A) 5.33 btg

32.00 kg ( B ) 6.75 btg

133.12 kg/m3 ( A + B )


145.33 kg/m3 ( A + B + C )


79.00 kg ( A) 4.17 btg14.83 kg ( B) 1.39 btg31.11 kg ( C ) 6.56 btg

124.94 kg/m3 ( A + B + C )

5.56 m187.78 kg ( A) 4.63 btg26.67 kg ( B ) 5.63 btg

114.44 kg/m3 ( A + B )



136.58 kg/m3 ( A + B + C )


37.17 kg ( A) 1.39 btg39.50 kg ( B) 2.08 btg

34.44 kg ( C ) 4.65 btg

111.11 kg/m3 ( A + B + C )



98.38 kg/m3 ( A + B + C )



87.44 kg/m3 ( A + B + C )



68.92 kg/m3 ( A + B + C )

55.56 m188.89 kg ( A) 18.75 btg66.73 kg ( B ) 25.09 btg

155.62 kg/m3 ( A + B )

25.00 m189.00 kg ( A) 8.35 btg

50.16 kg ( B ) 10.58 btg

139.16 kg/m3 ( A + B )

Balok Beton 15 X 25 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cm26.67 m194.93 kg ( A) 8.91 btg33.07 kg ( B) 4.47 btg56.89 kg ( C ) 12.00 btg

184.89 kg/m3 ( A + B + C )

22.22 m1210.67 kg ( A) 11.11 btg

53.33 kg ( B ) 11.25 btg

264.00 kg/m3 ( A + B )

Balok Beton 20 X 25 cm' pakai tulangan 4 batang dia. 16 + 2 batang dia. 12 beugel dia. 8 jarak 15 cm20.00 m1


204.67 kg/m3 ( A + B + C )

16.67 m1184.33 kg ( A) 9.72 btg

44.44 kg ( B ) 9.38 btg

228.78 kg/m3 ( A + B )

12.50 m1177.75 kg ( A) 9.38 btg

26.67 kg ( B ) 5.63 btg

204.42 kg/m3 ( A + B )

13.33 m1148.67 kg ( A) 5.56 btg

39.11 kg ( B ) 8.25 btg

187.78 kg/m3 ( A + B )

10.00 m1156.10 kg ( A) 5.83 btg

34.67 kg ( B ) 7.31 btg

190.77 kg/m3 ( A + B )

7.27 m1162.18 kg ( A) 6.06 btg

31.03 kg ( B ) 6.55 btg

193.21 kg/m3 ( A + B )

Balok Beton 30 X 45 cm' pakai tulangan 10 batang dia. 19 + 2 batang dia.10 beugel dia. 10 jarak 15 cm7.41 m1

165.19 kg ( A) 6.17 btg9.19 kg ( B) 1.24 btg

45.93 kg ( C ) 6.21 btg

220.30 kg/m3 ( A + B + C)

5.71 m1152.91 kg ( A) 5.71 btg

40.15 kg ( B ) 5.43 btg

193.07 kg/m3 ( A + B + C)

Balok Beton 40 X 60 cm' pakai tulangan 4 batang dia. 22 + 10 batang dia. 19 beugel dia. 10 jarak 15 cm4.17 m1

49.67 kg ( A) 1.39 btg92.92 kg ( A) 3.47 btg

34.44 kg ( C ) 4.65 btg

177.03 kg/m3 ( A + B + C)

2.08 m186.92 kg ( A) 2.43 btg17.22 kg ( B ) 2.33 btg

104.14 kg/m3 ( A + B + C)

22

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