Perhitungan Beton
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![Page 1: Perhitungan Beton](https://reader033.fdocument.pub/reader033/viewer/2022061510/55cf9a77550346d033a1dd74/html5/thumbnails/1.jpg)
CONTOH PERHITUNGANBETON BERTULANG
TAHUN ANGGARAN 2004
NO. URAIAN HASIL ANALISA
1 Hasil Analisa Pekerjaan Cor Beton Site Mix K-175
2 Hasil Analisa Pekerjaan Cor Beton Site Mix K-225
3 Hasil Analisa Pekerjaan Cor Beton Site Mix K-300
4 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 175
5 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 225
6 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 300
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 )
J u m l a h
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 )
J u m l a h
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)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A049 )
J u m l a h
KOLOM 30x30 ( 233.78 KG/M3 U.24 ) K-225 READY MIX BEKISTING MULTI 12 MM
![Page 2: Perhitungan Beton](https://reader033.fdocument.pub/reader033/viewer/2022061510/55cf9a77550346d033a1dd74/html5/thumbnails/2.jpg)
4 KOLOM 25x45 ( 271.05 KG/M3 U.24 ) K.225 -READY MIX BEKISTING MULTI 12 MM- Beton Readmix K-225 (A034)
- Besi beton U.24 ; 271.05 x Hasil Analisa (A036)
- Bekisting Multi 12 mm (1 : 0,25 : 0,45) x (0,25 + 0.25 + 0.45 + 0.45) x Hasil Analisa (A048)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A049 )
J u m l a h
5- Beton Ready Mix K-175 (A034)
- Besi beton U.24 ; 299.33 x Hasil Analisa (A036)
- 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)
J u m l a h
6- Beton Ready Mix K-175(A034)
- Besi beton U.24 ; 299.33 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,15 : 0,15) x (0,15 x 4) x Hasil Analisa (A046)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
6- Beton Site Mix K-225(A030)
- Besi beton U.24 ; 96.80 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,25 : 0,50) x (0,25 + 0.25 + 0.5 + 0.5 ) x Hasil Analisa (A046)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
6- Beton Site Mix K-175(A030)
- 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)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
6- Beton Site Mix K-175(A030)
- Besi beton U.24 ; 69.66 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,35 : 0,35) x (0,35 *4) x Hasil Analisa (A046)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
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
![Page 3: Perhitungan Beton](https://reader033.fdocument.pub/reader033/viewer/2022061510/55cf9a77550346d033a1dd74/html5/thumbnails/3.jpg)
6- Beton Site Mix K-175(A030)
- Besi beton U.24 ; 165.51 x Hasil Analisa (A036)
- Bekisting MULTIPLEX (1 : 0,25 : 0,30) x (0,25 + 0.25 + 0.3 + 0.3) x Hasil Analisa (A048)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
6- Beton Site Mix K-255(A030)
- Besi beton U.24 ; 99.63 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,25 : 0,30) x (0,25 + 0.25 + 0.3 + 0.3) x Hasil Analisa (A046)
- Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
B. BALOK
1 BALOK 50x65 ( 236,7 KG/M3 U.39 ) K-300 READY MIX BEKISTING MULTI 12 MM- Beton Readymix K-300 (A035)
- Besi beton U.39 ; 236.7 x Hasil Analisa (A037)
- 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)
Q J u m l a h
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)
- Stoot Werk ; (1 : 0,4 : 0,8) x (0,4 + 0,3) x Hasil Analisa (A049)
J u m l a h
3- Beton Ready Mix K-225 (A034)
- Besi beton U.24 ; 299.3 x Hasil Analisa (A036)
- Bekisting Multi 12 mm (1 : 0,4 : 0,65) x (0,65 x 2 + 0,4) x Hasil Analisa (A048)
- Stoot Werk ; (1 : 0,4 : 0,65) x (0,4 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton Ready Mix K-225 (A031)
- 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)
- Stoot Werk ; (1 : 0,25 : 0,30) x (0,25 + 0,3) x Hasil Analisa (A049)
J u m l a h
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
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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)
- Stoot Werk ; (1 : 0,2 : 0,3) x (0,2 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton ready Mix K-225 (A031)
- Besi beton U.24 ; 201.93 x Hasil Analisa (A036)
- Bekisting multiplex (1 : 0,30 : 0,45) x (0,45 x 2 + 0,30) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,30 : 0,45) x (0,3 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton Site Mix K-225 (A031)
- Besi beton U.24 ; 299.3 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,25 : 0,35) x (0,35 x 2 + 0,25) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,25 : 0,35) x (0,4 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton READY Mix K-225 (A031)
- Besi beton U.24 ; 264 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,15 : 0,30) x (0,15 x 2 + 0,30) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,15 : 0,30) x (0,15 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton Ready Mix K-225 (A031)
- Besi beton U.24 ; 151.82 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,15 : 0,30) x (0,15 x 2 + 0,30) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,15 : 0,30) x (0,15 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton Ready Mix K-225 (A031)
- Besi beton U.24 ; 185.45 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,25 : 0,55) x (0,55 x 2 + 0,25) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,25 : 0,55) x (0,25 + 0,3) x Hasil Analisa (A049)
J u m l a h
BALOK 20x30 ( 228,78 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTIPLEX
BALOK 30x45 ( 201,93 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
BALOK 25x55 ( 185,45 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTIPLEX
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4- Beton Site Mix K-225 (A031)
- Besi beton U.24 ; 299.3 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,25 : 0,40) x (0,40 x 2 + 0,25) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,25 : 0,40) x (0,4 + 0,3) x Hasil Analisa (A049)
J u m l a h
4- Beton Site Mix K-225 (A031)
- Besi beton U.24 ; 299.3 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,20 : 0,40) x (0,40 x 2 + 0,20) x Hasil Analisa (A047)
- Stoot Werk ; (1 : 0,20 : 0,40) x (0,4 + 0,3) x Hasil Analisa (A049)
J u m l a h
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)
- Besi beton U.24 ; 125 x Hasil Analisa (A036)
- Bekisting Multi 12 mm (1 : 0,12) x Hasil Analisa (A048)
- Stoot Werk ; (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
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)
- Besi beton U.24 ; 125 x Hasil Analisa (A036)
- Bekisting Multi 12 mm (1 : 0,12) x Hasil Analisa (A048)
- Stoot Werk ; (1 : 0,12) x Hasil Analisa (A049)
J u m l a h
D. SLOOF
1 SLOOF 40X60 (150 KG/M3 U.39 ) READY MIX K-225 BEKISTING MULTI 12 MM- Beton Ready Mix K-225 (A034)
- Besi beton U.39 ; 150 x Hasil Analisa (A037)
- Bekisting Multi 12 mm (1 : 0,40 : 0,60 ) X ( 2 x 0,60 ) x Hasil Analisa (A048)
J u m l a h
2 SLOOF 40X60 (150 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN- Beton Site Mix K-225 (A031)
- Besi beton U.24 ; 150 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,4 : 0,6 ) X ( 2 x 0,6 ) x Hasil Analisa (A046)
BALOK 25x40 ( 299,3 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN
BALOK 20x40 ( 299,3 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN
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J u m l a h
3 SLOOF 15X20 (180.89 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN- Beton Ready Mix K-225 (A031)
- Besi beton U.24 ; 180.89 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,15 : 0,20 ) X ( 2 x 0,15 ) x Hasil Analisa (A046)
J u m l a h
4 SLOOF 25X30 (150 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN- Beton Site Mix K-225 (A031)
- Besi beton U.24 ; 150 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,25 : 0,30 ) X ( 2 x 0,30 ) x Hasil Analisa (A046)
J u m l a h
5 SLOOF 20X30 (133.44 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN- Beton Ready Mix K-225 (A031)
- Besi beton U.24 ; 133.44 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,2 : 0,3 ) X ( 2 x 0,3 ) x Hasil Analisa (A046)
J u m l a h
5 SLOOF 20X40 (106.75 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN- Beton READY Mix K-225 (A031)
- Besi beton U.24 ; 106.75 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,2 : 0,4 ) X ( 2 x 0,4 ) x Hasil Analisa (A046)
J u m l a h
5 SLOOF 25X55 (150 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN- Beton Site Mix K-225 (A031)
- Besi beton U.24 ; 150 x Hasil Analisa (A036)
- Bekisting Papan (1 : 0,2 : 0,4 ) X ( 2 x 0,4 ) x Hasil Analisa (A046)
J u m l a h
E BETON TANGGA
1 TANGGA ( 218,1 kg/m3 U.39 ) READY MIX K-225 BEKISTING MULTI 12 MM- Beton Readymix K-225 (A034)
- Besi beton U.39 ; 218,1 x Hasil Analisa (A036)
- Bekisting Multi 12 mm (1 : 0,15) x Hasil Analisa (A048)
- Stoot Werk ; (1 : 0,15) x Hasil Analisa (A049)
J u m l a h
2 TANGGA ( 218,1 kg/m3 U.39 ) SITE MIX K-225 BEKISTING MULTI 12 MM
![Page 7: Perhitungan Beton](https://reader033.fdocument.pub/reader033/viewer/2022061510/55cf9a77550346d033a1dd74/html5/thumbnails/7.jpg)
- Beton Site Mix K-225 (A031)
- Besi beton U.39 ; 218,1 x Hasil Analisa (A037)
- Bekisting Multi 12 mm (1 : 0,15) x Hasil Analisa (A048)
- Stoot Werk ; (1 : 0,15) x Hasil Analisa (A049)
J u m l a h
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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
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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
) READY MIX K-225 BEKISTING PAPAN
) SITE MIX K-175 BEKISTING MULTIPLEX
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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
) READY MIX K-300 BEKISTING PAPAN
) SITE MIX K-225 BEKISTING MULTI 12 MM
) READY MIX K-225 BEKISTINGMULTIPLEX
![Page 11: Perhitungan Beton](https://reader033.fdocument.pub/reader033/viewer/2022061510/55cf9a77550346d033a1dd74/html5/thumbnails/11.jpg)
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
) READY MIX K-225 BEKISTING MULTIPLEX
) READY MIX K-225 BEKISTING multiplex
) READY MIX K-225 BEKISTING MULTIPLEX
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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
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SLOOF 15X20 (180.89 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN
SLOOF 20X30 (133.44 KG/M3 U.24 ) READY MIX K-225 BEKISTING PAPAN
SLOOF 20X40 (106.75 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
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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, =
BERAT BESI BETON UNTUK 15 x 25 CM1 DALAM 1 M3 =
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 ) =
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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, =
BERAT BESI BETON UNTUK 20 x 30 CM1 DALAM 1 M3 =
4. Sloof 20 X 40 cm' pakai tulangan 6 batang dia. 12 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 40 = ( 1 : 0.20 : 0.40 ) =Besi 6 batang dia. 12 = 6 x 12,50 x 0,89 kg =Besi beugel dia. 8 jarak 15 mm = ( 12,50 : 0,15 ) x ( 2 x 0,20 ) + ( 2 x 0,4 ) x 0, =
BERAT BESI BETON UNTUK 20 x 40 CM1 DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK 25 x 45 CM1 DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK 25 x 45 CM1 DALAM 1 M3 =
8. Sloof 25 X 55 cm' pakai tulangan 6 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 25 x 55 = ( 1 : 0.25 : 0.55 ) =Besi 6 batang dia. 16 = 6 x 7,27 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 7,27 : 0,15 ) x ( 2 x 0,25 ) + ( 2 x 0,55 ) x 0, =
BERAT BESI BETON UNTUK 25 x 55 CM1 DALAM 1 M3 =
9. Sloof 30 X 60 cm' pakai tulangan 8 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 30 x 60 = ( 1 : 0.30 : 0.60 ) =Besi 8 batang dia. 16 = 8 x 5,56 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 5,56 : 0,15 ) x ( 2 x 0,30 ) + ( 2 x 0,60 ) x 0, =
BERAT BESI BETON UNTUK 25 x 55 CM1 DALAM 1 M3 =
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10. Sloof 40 X 60 cm' pakai tulangan 8 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 40 x 60 = ( 1 : 0.40 : 0.60 ) =Besi 8 batang dia. 16 = 8 x 4,17 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 4,17 : 0,15 ) x ( 2 x 0,40 ) + ( 2 x 0,60 ) x 0, =
BERAT BESI BETON UNTUK 40 x 60 CM1 DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK 50 x 50 CM1 DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 15 x 15 CM1 DALAM 1 M3 =
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 =
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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 =
BERAT BESI BETON UNTUK UKURAN 15 x 25 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 15 x 30 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 15 x 40 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 15 x 45 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 20 x 20 CM DALAM 1 M3 =
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 =
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BERAT BESI BETON UNTUK UKURAN 20 x 25 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 20 x 30 CM DALAM 1 M3 =
11. Kolom Beton 20 X 40 cm' pakai tulangan 6 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 20 x 40 c= ( 1 : 0.20 : 0.40 ) =Besi 6 batang dia. 16 = 6 x 12,50 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 12,67 : 0.15 ) x (( 2 x 0.2 ) + ( 2 X 0,4 )) X 0,4 =
BERAT BESI BETON UNTUK UKURAN 20 x 40 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 25 x 25 CM DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK UKURAN 25 x 30 CM DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK UKURAN 25 x 45 CM DALAM 1 M3 =
15. Kolom Beton 25 X 50 cm' pakai tulangan 8 batang dia. 16 beugel dia. 8 jarak 15 cm
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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
BERAT BESI BETON UNTUK UKURAN 25 x 50 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 30 x 30 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 30 x 40 CM DALAM 1 M3 =
18. Kolom Beton 30 X 60 cm' pakai tulangan 10 batang dia. 16 beugel dia. 8 jarak 15 cmPanjang 1 m3 ukuran 30 x 60 c= ( 1 : 0.30 : 0.60 ) =Besi 10 batang dia. 16 = 10 x 5,56 x 1,58 kg =Besi beugel dia. 8 jarak 15 mm = ( 5,56 : 0.15 ) x (( 2 x 0.3 ) + ( 2 X 0,6 )) X 0,40 =
BERAT BESI BETON UNTUK UKURAN 30 x 60 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 40 x 40 CM DALAM 1 M3 =
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 =
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Besi beugel dia. 10 jarak 15 m = ( 4,17 : 0.15 ) x (( 2 x 0.4 ) + ( 2 X 0,6 )) X 0,62 =
BERAT BESI BETON UNTUK UKURAN 40 x 60 CM DALAM 1 M3 =
21. Kolom Beton 40 X 80 cm' pakai tulangan 4 batang dia. 19 + 8 batang dia. 16 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 40 x 80 c= ( 1 : 0.40 : 0.80 ) =Besi 4 batang dia. 19 = 4 x 3,13 x 2,23 kg =Besi 8 batang dia. 16 = 8 x 3,13 x 1,58 kg =Besi beugel dia. 10 jarak 15 m = ( 3,13 : 0.15 ) x (( 2 x 0.4 ) + ( 2 X 0,8 )) X 0,62 =
BERAT BESI BETON UNTUK UKURAN 40 x 80 CM DALAM 1 M3 =
22. Kolom Beton 60 X 60 cm' pakai tulangan 4 batang dia. 19 + 8 batang dia. 16 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 60 x 60 c= ( 1 : 0.60 : 0.60 ) =Besi 4 batang dia. 19 = 4 x 2,78 x 2,23 kg =Besi 8 batang dia. 16 = 4 x 2,78 x 1,58 kg =Besi beugel dia. 10 jarak 15 m = ( 2,78 : 0.15 ) x (( 2 x 0.6 ) + ( 2 X 0,6 )) X 0,62 =
BERAT BESI BETON UNTUK UKURAN 60 x 60 CM DALAM 1 M3 =
23. Kolom Beton 80 X 80 cm' pakai tulangan 4 batang dia. 22 + 12 batang dia. 16 beugel dia. 10 jarak 15 cmPanjang 1 m3 ukuran 80 x 80 c= ( 1 : 0.80 : 0.80 ) =Besi 4 batang dia. 22 = 4 x 1,56 x 2,98 kg =Besi 12 batang dia. 16 = 12 x 1,56 x 1,58 kg =Besi beugel dia. 10 jarak 15 m = ( 1,56 : 0.15 ) x (( 2 x 0.8 ) + ( 2 X 0,8 )) X 0,62 =
BERAT BESI BETON UNTUK UKURAN 80 x 80 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 12 x 12 CM1 DALAM 1 M3 =
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 =
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Besi beugel dia. 8 jarak 20 mm = ( 25,00 : 0,20 ) x ( 2 x 0,15 ) + ( 2 x 0,2) x 0, 40 =
BERAT BESI BETON UNTUK UKURAN 15 x 15 CM1 DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 15 x 25 CM DALAM 1 M3 =
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
BERAT BESI BETON UNTUK UKURAN 15 x 30 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 20 x 25 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 20 x 30 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 20 x 40 CM DALAM 1 M3 =
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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 =
BERAT BESI BETON UNTUK UKURAN 25 x 30 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 25 x 30 CM DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK UKURAN 25 x 55 CM DALAM 1 M3 =
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 =
BERAT BESI BETON UNTUK UKURAN 30 x 45 CM DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK UKURAN 35 x 50 CM DALAM 1 M3 =
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 =
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Besi beugel dia. 10 jarak 15 m = ( 4,17 : 0.15 ) x (( 2 x 0.40 ) + ( 2 X 0,60 )) X 0, =
BERAT BESI BETON UNTUK UKURAN 40 x 80 CM DALAM 1 M3 =
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, =
BERAT BESI BETON UNTUK UKURAN 35 x 50 CM DALAM 1 M3 =
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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
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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 )
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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
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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 )
Kolom Beton 15 X 40 cm' pakai tulangan 4 batang dia. 12 + 4 batang dia. 10 beugel dia. 8 jarak 15 cm16.67 m159.33 kg ( A) 5.57 btg20.67 kg ( B) 2.79 btg48.89 kg ( C ) 10.31 btg
128.89 kg/m3 ( A + B + C )
Kolom Beton 15 X 45 cm' pakai tulangan 4 batang dia. 12 + 4 batang dia. 10 beugel dia. 8 jarak 15 cm14.81 m152.74 kg ( A) 4.95 btg18.37 kg ( B) 2.48 btg47.41 kg ( C ) 10.00 btg
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 )
Kolom Beton 20 X 25 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cm20.00 m171.20 kg ( A) 6.68 btg24.80 kg ( B) 3.35 btg48.00 kg ( C ) 10.13 btg
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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 )
Kolom Beton 25 X 30 cm' pakai tulangan 4 batang dia. 16 + 2 batang dia. 12 beugel dia. 8 jarak 15 cm13.33 m184.27 kg ( A) 4.44 btg23.73 kg ( B) 2.23 btg39.11 kg ( C ) 8.25 btg
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 )
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8.00 m1101.12 kg ( A) 5.33 btg
32.00 kg ( B ) 6.75 btg
133.12 kg/m3 ( A + B )
Kolom Beton 30 X 30 cm' pakai tulangan 4 batang dia. 16 + 4 batang dia. 12 beugel dia. 8 jarak 15 cm11.11 m170.22 kg ( A) 3.70 btg39.56 kg ( B) 3.71 btg35.56 kg ( C ) 7.50 btg
145.33 kg/m3 ( A + B + C )
Kolom Beton 30 X 40 cm' pakai tulangan 6 batang dia. 16 + 2 batang dia. 12 beugel dia. 8 jarak 15 cm8.33 m1
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 )
Kolom Beton 40 X 40 cm' pakai tulangan 4 batang dia. 19 + 4 batang dia. 16 beugel dia. 10 jarak 15 cm6.25 m1
55.75 kg ( A) 2.08 btg39.50 kg ( B) 2.08 btg41.33 kg ( C ) 5.59 btg
136.58 kg/m3 ( A + B + C )
Kolom Beton 40 X 60 cm' pakai tulangan 4 batang dia. 19 + 6 batang dia. 16 beugel dia. 10 jarak 15 cm4.17 m1
37.17 kg ( A) 1.39 btg39.50 kg ( B) 2.08 btg
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34.44 kg ( C ) 4.65 btg
111.11 kg/m3 ( A + B + C )
Kolom Beton 40 X 80 cm' pakai tulangan 4 batang dia. 19 + 8 batang dia. 16 beugel dia. 10 jarak 15 cm3.13 m1
27.88 kg ( A) 1.04 btg39.50 kg ( B) 2.08 btg31.00 kg ( C ) 4.19 btg
98.38 kg/m3 ( A + B + C )
Kolom Beton 60 X 60 cm' pakai tulangan 4 batang dia. 19 + 8 batang dia. 16 beugel dia. 10 jarak 15 cm2.78 m1
24.78 kg ( A) 0.93 btg35.11 kg ( B) 1.85 btg27.56 kg ( C ) 3.72 btg
87.44 kg/m3 ( A + B + C )
Kolom Beton 80 X 80 cm' pakai tulangan 4 batang dia. 22 + 12 batang dia. 16 beugel dia. 10 jarak 15 cm1.56 m1
18.63 kg ( A) 0.52 btg29.63 kg ( B) 1.56 btg20.67 kg ( C ) 2.79 btg
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
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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
126.40 kg ( A) 6.67 btg35.60 kg ( B) 3.34 btg42.67 kg ( C ) 9.00 btg
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 )
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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
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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)
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