Perhitungan Beton Bertulang
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Transcript of Perhitungan Beton Bertulang
![Page 1: Perhitungan Beton Bertulang](https://reader036.fdokumen.com/reader036/viewer/2022082713/55cf96eb550346d0338ea1ac/html5/thumbnails/1.jpg)
CONTOH PERHITUNGAN BETON BERTULANG NO. URAIAN HASIL ANALISA NOMOR HASIL ANALISA 1 Hasil Analisa Pekerjaan Cor Beton Site Mix K-175 A56 2 Hasil Analisa Pekerjaan Cor Beton Site Mix K-225 A57 3 Hasil Analisa Pekerjaan Cor Beton Site Mix K-300 A58 4 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 175 A59 5 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 225 A60 6 Hasil Analisa Pekerjaan Cor Beton Ready Mix K. 300 A61 7 Hasil Analisa Pekerjaan Besi Beton U. 24 A192 8 Hasil Analisa Pekerjaan Besi Beton U. 39 A193 9 Hasil Analisa Pekerjaan Bekisting Papan A064 10 Hasil Analisa Pekerjaan Bekisting Multiplek 9 MM A065 11 Hasil Analisa Pekerjaan Bekisting Multiplek 12 MM A066 12 Hasil Analisa Pekerjaan Stoot Werk A045 A. KOLOM 1 KOLOM 30x30 ( 300 KG/M3 U.39 ) K-300 READY MIX BEKISTING MULTI 12 MM Beton Readymix K-300 ( A061 ) Besi beton U.39 ; 300 x Hasil Analisa ( A193 ) Bekisting Multi 12 mm (1 : 0,3 : 0,3) x (0,3 x 4) x Hasil Analisa ( A066) Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A045) J u m l a h 2 KOLOM 40x80 ( 228 KG/M3 U.39 ) K-300 READY MIX BEKISTING PAPAN Beton Readymix K-300 ( A061 ) Besi beton U.39 ; 228 x Hasil Analisa (A193) Bekisting Papan (1 : 0,4 : 0,8) x (0,8 + 0,8 + 0,4 + 0,4) xHasil Analisa (A064) ` Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A045) 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 (A060) Besi beton U.24 ; 181.2 xHasil Analisa (A192) Bekisting Multi 12 mm (1 : 0,8 : 0,8) x (0,8 x 4) x Hasil Analisa (A066) Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A045) J u m l a h 4 KOLOM 80x80 ( 181.2 KG/M3 U.24 ) K.225 -SITE MIX BEKISTING MULTI 12 MM Beton Site Mix K-225 (A057) Besi beton U.24 ; 181.2 x Hasil Analisa (A192) Bekisting Multi 12 mm (1 : 0,8 : 0,8) x (0,8 x 4) x Hasil Analisa (A066) Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa ( A045) J u m l a h 5 KOLOM 15x15 ( 150 KG/M3 U.24 ) SITE MIX K-175 BEKISTING MULTI 12 MM Beton Site Mix K-175 (A056) Besi beton U.24 ; 150 x Hasil Analisa (A192) Bekisting Multi 12 mm (1 : 0,15 : 0,15) x (0,15 x 4) x Hasil Analisa (A066) Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A045) J u m l a h 6 KOLOM 15x15 ( 150 KG/M3 U.24 ) SITE MIX K-175 BEKISTING PAPAN Beton Site Mix K-175(A056)
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Besi beton U.24 ; 150 x Hasil Analisa (A192) Bekisting Papan (1 : 0,15 : 0,15) x (0,15 x 4) x Hasil Analisa (A064) Stoot Werk ; 0,25 x (1 : 0,12) x Hasil Analisa (A045) 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 (A061) Besi beton U.39 ; 236.7 x Hasil Analisa (A193) Bekisting Multi 12 mm (1 : 0,5 : 0,65) x (0,65 x 2 + 0,5) x Hasil Analisa (A066) Stoot Werk ; (1 : 0,5 : 0,65) x (0,5 + 0,3) x Hasil Analisa (A045) J u m l a h 2 BALOK 40x80 ( 242,5 KG/M3 U.39 ) READY MIX K-300 BEKISTING PAPAN Beton Readymix K-300 (A61) Besi beton U.39 ; 242,5 x Hasil Analisa (A193) Bekisting Papan (1 : 0,4 : 0,8) x (0,8 x 2 + 0,4) x Hasil Analisa (A064) Stoot Werk ; (1 : 0,4 : 0,8) x (0,4 + 0,3) x Hasil Analisa (A045) J u m l a h 3 BALOK 40x65 ( 299,3 KG/M3 U.24 ) SITE MIX K-225 BEKISTING MULTI 12 MM Beton Ready Mix K-225 (A060) Besi beton U.24 ; 299.3 x Hasil Analisa (A192) Bekisting Multi 12 mm (1 : 0,4 : 0,65) x (0,65 x 2 + 0,4) x Hasil Analisa (A066) Stoot Werk ; (1 : 0,4 : 0,65) x (0,4 + 0,3) x Hasil Analisa (A045) J u m l a h 4 BALOK 40x65 ( 299,3 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN Beton Site Mix K-225 (A057) Besi beton U.24 ; 299.3 x Hasil Analisa (A192) Bekisting Papan (1 : 0,4 : 0,65) x (0,65 x 2 + 0,4) x Hasil Analisa (A064) Stoot Werk ; (1 : 0,4 : 0,65) x (0,4 + 0,3) x Hasil Analisa (A045) J u m l a h C PLAT LANTAI 1 PLAT LANTAI T=12 CM ( 125 KG/M3 U.24 ) READY MIX K-225 BEKISTING MULTI 12 MM Beton Readymix K-225 (A060) Besi beton U.24 ; 125 x Hasil Analisa (A192) Bekisting Multi 12 mm (1 : 0,12) x Hasil Analisa (A066) Stoot Werk ; (1 : 0,12) x Hasil Analisa (A045) 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 (A057) Besi beton U.24 ; 125 x Hasil Analisa (A192) Bekisting Multi 12 mm (1 : 0,12) x Hasil Analisa (A066) Stoot Werk ; (1 : 0,12) x Hasil Analisa (A045) 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 (A060) Besi beton U.39 ; 150 x Hasil Analisa (A193) Bekisting Multi 12 mm (1 : 0,4 : 0,6 ) X ( 2 x 0,6 ) x Hasil Analisa (A066) J u m l a h
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2 SLOOF 40X60 (150 KG/M3 U.24 ) SITE MIX K-225 BEKISTING PAPAN Beton Site Mix K-225 (A057) Besi beton U.24 ; 150 x Hasil Analisa (A192) Bekisting Papan (1 : 0,4 : 0,6 ) X ( 2 x 0,6 ) x Hasil Analisa (A064) 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 (A060) Besi beton U.39 ; 218,1 x Hasil Analisa (A193) Bekisting Multi 12 mm (1 : 0,15) x Hasil Analisa (A066) Stoot Werk ; (1 : 0,15) x Hasil Analisa (A045) J u m l a h 2 TANGGA ( 218,1 kg/m3 U.39 ) SITE MIX K-225 BEKISTING MULTI 12 MM Beton Site Mix K-225 (A057) Besi beton U.39 ; 218,1 x Hasil Analisa (A193) Bekisting Multi 12 mm (1 : 0,15) x Hasil Analisa (A066) Stoot Werk ; (1 : 0,15) x Hasil Analisa (A045) J u m l a h NO PEKERJAAN/KOMPONEN PEKERJAAN VOLUME SAT. 1 2 3 4 A. PONDASI PLAT BETON STA1 1 M3 PONDASI PLAT BETON (U39=90 kg/m3, U24 = 50 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U39 90,0000 kg Besi beton terpasang U24 50,0000 kg Bekisting Multiplek 4,8000 m2 Jumlah Dibulatkan STA2 1 M3 PLAT BETON t=12 cm TULANGAN WIRE MESH M8 Beton cor K225 1,0000 m3 Wire Mesh 8,0000 m2 Bekisting Multiplek 8,3333 m2 Stoot werk 8,3330 m2 Jumlah Dibulatkan STA3 1 M3 PONDASI SUMURAN (U39=90 kg/m3 U24=20 kg/m3) (beton 60% + batu belah 40%) Beton Cycloof + 40% batu belah 1,0000 m3 Besi beton terpasang U39 90,0000 kg Besi beton terpasang U24 20,0000 kg Bekisting Multiplek 4,8000 m2 Jumlah Dibulatkan STA4 1 M3 PONDASI SUMURAN (U39=90 kg/m3 U24=20 kg/m3) Beton cor K225 1,0000 m3
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Besi beton terpasang U39 90,0000 kg Besi beton terpasang U24 20,0000 kg Bekisting Multiplek 4,8000 m2 Jumlah Dibulatkan STA5 1 M3 PONDASI PLAT BETON (U24 = 85 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 85,0000 kg Bekisting Multiplek 4,8000 m2 Jumlah Dibulatkan STA6 1 M3 PONDASI PLAT BETON (U39 = 105 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 105,0000 kg Bekisting Multiplek 4,8000 m2 Jumlah Dibulatkan STA7 1 M3 PLAT BETON TANGGA (U24 = 143KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 143,0000 kg Bekisting Multiplek 6,6667 m2 Stoot werk 6,6667 m2 Jumlah Dibulatkan STA8 1 M3 PONDASI TANGGA (U24 = 93 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 93,0000 kg Bekisting Multiplek 4,8000 m2 Jumlah Dibulatkan STA9 1 M3 MEJA BETON (U24 = 93 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 93,0000 kg Bekisting Multiplek 6,6667 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STA10 1 M3 POER PONDASI 120x120x50 (U39 = 170 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 170,0000 kg Bekisting Multiplek 3,3330 m2 Jumlah Dibulatkan STA11 1 M3 POER PONDASI 100x100x50 (U39 = 170 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 170,0000 kg Bekisting Multiplek 4,0000 m2 Jumlah Dibulatkan STA12 1 M3 TIE BEAM 30/50 (U39 =170KG/M3, U24=35 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 170,0000 kg Besi beton terpasang U24 35,0000 kg Bekisting Multiplek 8,485 m2 Jumlah Dibulatkan STA13 1 M3 TIE BEAM 30/70 (U39 =175KG/M3, U24=40 KG/M3) Beton cor K225 1,0000 m3
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Besi beton terpasang U39 175,0000 kg Besi beton terpasang U24 40,0000 kg Bekisting Multiplek 8,095 m2 Jumlah Dibulatkan B. SLOOF STB1 1 M3 SLOOF 25/50 (U39 = 141 KG/M3, U24=36 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 141,0000 kg Besi beton terpasang U24 36,0000 kg Bekisting Multiplek 8,0000 m2 Jumlah Dibulatkan STB2 1 M3 SLOOF 24/40 (U39 = 132 KG/M3, U24=33 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 132,0000 kg Besi beton terpasang U24 33,0000 kg Bekisting Multiplek 8,0000 m2 Jumlah Dibulatkan STB3 1 M3 SLOOF 20/40 ( U24=106.75 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 106,7500 kg Bekisting Multiplek 10,0000 m2 Jumlah Dibulatkan STB4 1 M3 SLOOF 15/20 (U24 = 156 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 156,0000 kg Bekisting Multiplek 13,3330 m2 Jumlah Dibulatkan STB5 1 M3 SLOOF 15/25 (U24 = 130 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 130,0000 kg Bekisting Multiplek 13,3330 m2 Jumlah Dibulatkan STB6 1 M3 SLOOF 20/30 ( U24 = 133.44 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 133,4400 kg Bekisting Multiplek 10,0000 m2 Jumlah Dibulatkan STB7 1 M3 SLOOF 25/30 (U39 = 136 KG/M3, U24 = 34 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 136,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 10,0000 m2 Jumlah Dibulatkan STB8 1 M3 SLOOF 15/30 (U39 = 137 KG/M3, U24 = 54 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 137,0000 kg Besi beton terpasang U24 54,0000 kg Bekisting Multiplek 10,0000 m2
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Stoot werk 2,0830 m2 Jumlah Dibulatkan C. KOLOM STC1 1 M3 KOLOM 40/60 (U39 = 131 KG/M3, U24 = 44 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 131,0000 kg Besi beton terpasang U24 44,0000 kg Bekisting Multiplek 8,3330 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC1A 1 M3 KOLOM 25/50 (U39 = 158 KG/M3, U24 = 32 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 137,0000 kg Besi beton terpasang U24 47,0000 kg Bekisting Multiplek 12,0000 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC2 1 M3 KOLOM 20/40 (U39 = 158 KG/M3, U24 = 32 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 131,0000 kg Besi beton terpasang U24 44,0000 kg Bekisting Multiplek 9,3510 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC3 1 M3 KOLOM 35/40 (U39 = 128 KG/M3, U24 = 26 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 128,0000 kg Besi beton terpasang U24 26,0000 kg Bekisting Multiplek 10,7140 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC4 1 M3 KOLOM 35/50 (U39 = 144 KG/M3, U24 = 45 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 144,0000 kg Besi beton terpasang U24 45,0000 kg Bekisting Multiplek 9,7140 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC5 1 M3 KOLOM 30/50 (U39 = 131 KG/M3, U24 = 60 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 131,0000 kg Besi beton terpasang U24 60,0000 kg Bekisting Multiplek 9,7140 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC6 1 M3 BETON PENUTUP KOLOM BAJA 30/50 (U24 = 144 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 144,0000 kg Bekisting Multiplek 9,7140 m2
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Stoot werk 2,0830 m2 Jumlah Dibulatkan STC7 1 M3 KOLOM 20/20 (U39 = 237 KG/M3, U24 = 53 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 237,0000 kg Besi beton terpasang U24 53,0000 kg Bekisting Multiplek 10,7550 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC8 1 M3 KOLOM 25/25 (U39 = 104 KG/M3, U24 = 51 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 104,0000 kg Besi beton terpasang U24 51,0000 kg Bekisting Multiplek 16,0000 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC9 1 M3 KOLOM 30/30 (U39 = 175.56 KG/M3, U24 = 35.56 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 175,5600 kg Besi beton terpasang U24 35,5600 kg Bekisting Multiplek 12,3990 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC10 1 M3 KOLOM 35/35 (U39 = 143 KG/M3, U24 = 45 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 143,0000 kg Besi beton terpasang U24 45,0000 kg Bekisting Multiplek 11,6670 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC11 1 M3 KOLOM 25/35 (U39 = 157 KG/M3, U24 = 45 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 157,0000 kg Besi beton terpasang U24 45,0000 kg Bekisting Multiplek 13,7140 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC12 1 M3 KOLOM 25/30 (U39 = 126 KG/M3, U24 = 30 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 126,0000 kg Besi beton terpasang U24 30,0000 kg Bekisting Multiplek 14,6670 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC13 1 M3 KOLOM 15/25 (U24 = 178 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 178,0000 kg Bekisting Multiplek 21,3330 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan
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STC14 1 M3 KOLOM 20/25 (U24 = 137 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 137,0000 kg Bekisting Multiplek 18,0000 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC15 1 M3 KOLOM 15/15 (U39=132 KG/M3, U24 = 33 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 132,0000 kg Besi beton terpasang U24 33,0000 kg Bekisting Multiplek 26,6670 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC16 1 M3 KOLOM PRAKTIS 15/15 (U24 =229.33 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 229,3300 kg Bekisting Multiplek 26,6670 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan STC17 1 M3 KOLOM PRAKTIS 15/30 (U24 = 40 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 40,0000 kg Bekisting Multiplek 20,0000 m2 Stoot werk 2,0830 m2 Jumlah Dibulatkan D. BALOK BETON STD1 1 M3 BALOK 30/60 (U39 = 137 KG/M3, U24 = 54 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 137,0000 kg Besi beton terpasang U24 59,0000 kg Bekisting Multiplek 8,333 m2 Stoot werk 3,333 m2 Jumlah Dibulatkan STD2 1 M3 BALOK 30/60 (U39 = 167 KG/M3, U24 = 54 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 167,0000 kg Besi beton terpasang U24 59,0000 kg Bekisting Multiplek 8,333 m2 Stoot werk 3,333 m2 Jumlah Dibulatkan STD3 1 M3 BALOK 30/35 (U39 = 111 KG/M3, U24 = 30 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 111,0000 kg Besi beton terpasang U24 30,0000 kg Bekisting Multiplek 9,524 m2 Stoot werk 5,714 m2 Jumlah Dibulatkan STD4 1 M3 BALOK 15/30 ( U24 = 140 KG/M3) Beton cor K225 1,0000 m3
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Besi beton terpasang U24 140,0000 kg Bekisting Multiplek 12 m2 Stoot werk 8 m2 Jumlah Dibulatkan STD5 1 M3 BALOK 15/25 (U24 = 130 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 130,0000 kg Bekisting Multiplek 17,333 m2 Stoot werk 12 m2 Jumlah Dibulatkan STD6 1 M3 BALOK 15/30 (U39 = 140.44 KG/M3, U24 = 66.67 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 140,4400 kg Besi beton terpasang U24 66,6700 kg Bekisting Multiplek 16,667 m2 Stoot werk 10 m2 Jumlah Dibulatkan STD7 1 M3 BALOK 15/20 (U24 = 130 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 130,0000 kg Bekisting Multiplek 18,333 m2 Stoot werk 11,667 m2 Jumlah Dibulatkan STD8 1 M3 BALOK 20/20 (U39 = 136 KG/M3, U24 = 34 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 143,0000 kg Besi beton terpasang U24 45,0000 kg Bekisting Multiplek 16,667 m2 Stoot werk 10 m2 Jumlah Dibulatkan STD9 1 M3 BALOK 30/30 (U39 = 210 KG/M3, U24 = 32 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 210,0000 kg Besi beton terpasang U24 32,0000 kg Bekisting Multiplek 10 m2 Stoot werk 6,667 m2 Jumlah Dibulatkan STD10 1 M3 BALOK ANAK 25/55 (U39 = 112.44 KG/M3, U24 = 72.15 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 112,4400 kg Besi beton terpasang U24 72,1500 kg Bekisting Multiplek 9,818 m2 Stoot werk 4 m2 Jumlah Dibulatkan STD11 1 M3 BALOK ANAK 25/65 (U39 = 141 KG/M3, U24 = 36 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 141,0000 kg Besi beton terpasang U24 32,0000 kg Bekisting Multiplek 10 m2 Stoot werk 4,4 m2 Jumlah
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Dibulatkan STD12 1 M3 BALOK ANAK 25/25 (U39 = 122 KG/M3, U24 = 28 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 122,0000 kg Besi beton terpasang U24 28,0000 kg Bekisting Multiplek 12 m2 Stoot werk 8,8 m2 Jumlah Dibulatkan STD13 1 M3 BALOK 25/20 (U39 = 136 KG/M3, U24 = 34 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 136,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 13 m2 Stoot werk 11 m2 Jumlah Dibulatkan STD14 1 M3 BALOK 30/35 (U39 = 111 KG/M3, U24 = 30 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 111,0000 kg Besi beton terpasang U24 30,0000 kg Bekisting Multiplek 9,524 m2 Stoot werk 5,714 m2 Jumlah Dibulatkan STD15 1 M3 BALOK 30/40 (U39 = 143 KG/M3, U24 = 45 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 143,0000 kg Besi beton terpasang U24 45,0000 kg Bekisting Multiplek 9,167 m2 Stoot werk 5 m2 Jumlah Dibulatkan STD16 1 M3 BALOK ANAK 25/40 (U39 = 139 KG/M3, U24 = 33 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 139,0000 kg Besi beton terpasang U24 33,0000 kg Bekisting Multiplek 10,5 m2 Stoot werk 5,5 m2 Jumlah Dibulatkan STD17 1 M3 BALOK ANAK 25/40 (U39 = 157 KG/M3, U24 = 45 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 157,0000 kg Besi beton terpasang U24 45,0000 kg Bekisting Multiplek 10,5 m2 Stoot werk 5,5 m2 Jumlah Dibulatkan STD18 1 M3 BALOK 25/40 (U39 = 132 KG/M3, U24 = 33 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 132,0000 kg Besi beton terpasang U24 33,0000 kg Bekisting Multiplek 10,5 m2 Stoot werk 5,5 m2 Jumlah Dibulatkan STD19 1 M3 BALOK ANAK 20/30 (U39 = 180 KG/M3, U24 = 70 KG/M3)
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Beton cor K225 1,0000 m3 Besi beton terpasang U39 180,0000 kg Besi beton terpasang U24 70,0000 kg Bekisting Multiplek 13,333 m2 Stoot werk 8,333 m2 Jumlah Dibulatkan STD20 1 M3 BALOK ANAK 25/30 (U39 = 137 KG/M3, U24 = 34 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 137,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 13,333 m2 Stoot werk 8,333 m2 Jumlah Dibulatkan STD21 1 M3 BALOK ANAK 20/30 (U39 = 109 KG/M3, U24 = 31 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 109,0000 kg Besi beton terpasang U24 31,0000 kg Bekisting Multiplek 13,333 m2 Stoot werk 8,333 m2 Jumlah Dibulatkan STD22 1 M3 BALOK 30/50 (U39 = 131 KG/M3, U24 = 60 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 131,0000 kg Besi beton terpasang U24 60,0000 kg Bekisting Multiplek 8,667 m2 Stoot werk 4 m2 Jumlah Dibulatkan STD23 1 M3 BALOK 30/45 (U39 = 104 KG/M3, U24 = 33 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 104,0000 kg Besi beton terpasang U24 33,0000 kg Bekisting Multiplek 8,889 m2 Stoot werk 4,444 m2 Jumlah Dibulatkan STD24 1 M3 BALOK R. ASAM (U24 = 92 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U24 33,0000 kg Bekisting Multiplek 8,889 m2 Stoot werk 4,444 m2 Jumlah Dibulatkan STD25 1 M3 BALOK 25/35 (U39 = 126.44 KG/M3, U24 = 45.71 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 126,4400 kg Besi beton terpasang U24 45,7100 kg Bekisting Multiplek 10,857 m2 Stoot werk 6,286 m2 Jumlah Dibulatkan STD26 1 M3 BALOK BORDES 25/40 (U39 = 133 KG/M3, U24 = 36 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 133,0000 kg Besi beton terpasang U24 36,0000 kg
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Bekisting Multiplek 10,5 m2 Stoot werk 5,5 m2 Jumlah Dibulatkan STD27 1 M3 BALOK 20/50 (U39 = 144 KG/M3, U24 = 47 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 144,0000 kg Besi beton terpasang U24 47,0000 kg Bekisting Multiplek 12 m2 Stoot werk 5 m2 Jumlah Dibulatkan STD28 1 M3 BALOK 20/40 (U39 = 136 KG/M3, U24 = 34 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 136,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 12,5 m2 Stoot werk 6,25 m2 Jumlah Dibulatkan STD29 1 M3 BALOK 20/40 (U39 = 136 KG/M3, U24 = 36 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 136,0000 kg Besi beton terpasang U24 36,0000 kg Bekisting Multiplek 12,5 m2 Stoot werk 6,25 m2 Jumlah Dibulatkan E. RING BALOK BETON STE1 1 M3 RING BALOK 20/30 (U39 = 136 KG/M3, U24 = 34 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U39 136,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 10 m2 Stoot werk 5 m2 Jumlah Dibulatkan STE2 1 M3 RING BALOK 15/30 (U24 = 66.67 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 66,6700 kg Bekisting Multiplek 8 m2 Stoot werk 5 m2 Jumlah Dibulatkan STE3 1 M3 RING BALOK 15/25 (U24 = 130 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 130,0000 kg Bekisting Multiplek 13,333 m2 Stoot werk 6,667 m2 Jumlah Dibulatkan STE4 1 M3 RING BALOK 15/20 (U24 = 156 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 156,0000 kg Bekisting Multiplek 13,333 m2 Stoot werk 6,667 m2
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Jumlah Dibulatkan STE5 1 M3 RING BALOK 15/15 (U24 = 150 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 150,0000 kg Bekisting Multiplek 13,333 m2 Stoot werk 6,667 m2 Jumlah Dibulatkan STE6 1 M3 RING BALOK 20/35 (U39 = 138 KG/M3, U24 = 34 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U39 138,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 10 m2 Stoot werk 5 m2 Jumlah Dibulatkan STE7 1 M3 RING BALOK 15/40 (U39 = 136 KG/M3, U24 = 34 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U39 136,0000 kg Besi beton terpasang U24 34,0000 kg Bekisting Multiplek 10 m2 Stoot werk 5 m2 Jumlah Dibulatkan STE8 1 M3 LISPLANG BETON (U24=65 KG/M3) Beton cor K175 1 m3 Besi beton terpasang U24 65 kg Bekisting Multiplek 12 m2 Stoot werk 6,667 m2 Jumlah Dibulatkan STE9 1 M3 JANGGUTAN BETON (U24=102 KG/M3) Beton cor K175 1,0000 m3 Besi beton terpasang U24 102,0000 kg Bekisting Multiplek 25,7143 m2 Stoot werk 4,0000 m2 Jumlah Dibulatkan STE10 1 M3 DINDING BETON T=20 CM (U39=95 KG/M3, U24=53 KG/M3) Beton cor K225 1,0000 m3 Besi beton terpasang U39 95,0000 kg Besi beton terpasang U24 53,0000 kg Bekisting Multiplek 10,0000 m2 Stoot werk 5,0000 m2 Jumlah Dibulatkan F. PLAT LANTAI STF1 1 M3 PLAT LANTAI T 12 CM ( U.24/130 Kg) Beton cor K225 1,0000 m3 Besi beton terpasang U24 130,0000 kg Bekisting Multiplek 8,3333 m2 Stoot werk 2,3400 m2 Dibulatkan STF2 1 M3 PLAT LANTAI T 15 CM ( U.24/115 Kg) Beton cor K225 1,0000 m3
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Besi beton terpasang U24 130,0000 kg Bekisting Multiplek 6,6667 m2 Stoot werk 6,6667 m2 Jumlah Dibulatkan STF3 1 M3 PLAT LANTAI T 10 CM ( U.24/120 Kg) Beton cor K225 1,0000 m3 Besi beton terpasang U24 120,0000 kg Bekisting Multiplek 10,0000 m2 Stoot werk 10,0000 m2 Jumlah Dibulatkan STF4 1 M3 PLAT LANTAI T 20 CM ( U.24/110 Kg) Beton cor K225 1,0000 m3 Besi beton terpasang U24 110,0000 kg Bekisting Multiplek 4,7889 m2 Stoot werk 4,7889 m2 Jumlah Dibulatkan
CONTOH PERHITUNGAN BERAT BESI BETON DALAM 1 M3 BESI BETON POLOS BESI BETON SPIRAL No Diameter Berat Besi No Diameter Berat Besi No. Diameter Berat Besi mm Kg / m1 mm Kg / m1 mm Kg / m1 1 4,0 0,13 11 12 0,89 1 10,00 0,622 5,0 0,12 12 13 1,04 2 13,00 1,043 5,5 0,19 13 14 1,21 3 16,00 1,584 5,7 0,20 14 16 1,58 4 19,00 2,235 6,0 0,22 15 19 2,23 5 22,00 2,986 6,5 0,31 16 22 2,98 6 25,00 3,857 8,0 0,40 17 23 3,26 7 29,00 5,198 9,0 0,53 18 25 3,85 8 32,00 6,319 10,0 0,62 19 28 4,83 9 36,00 7,9910 11,0 0,75 20 31 5,93 21 32 6,31 MENGHITUNG BERAT BESI BETON DALAM 1 M3 1. Kolom Praktis 12 X 12 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 20 cm Panjang 1 m3 ukuran 12 x 12 cm = ( 1 : 0.12 : 0.12 ) = 69,44 m1 Besi 4 batang dia. 12 = 4 x 69,44 x 0,89 kg = 247,22 kg ( A) Besi beugel dia. 8 jarak 20 mm = ( 69,44 : 0,20 ) x ( 4 x 0,12 ) x 0, 40 kg = 66,67 kg ( B ) BERAT BESI BETON UNTUK UKURAN 12 x 12 CM1 DALAM 1 M3 = 313,89 kg/m3 ( A + B ) 2. Kolom praktis 15 X 15 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 20 cm Panjang 1 m3 ukuran 15 x 15 cm = ( 1 : 0.15 : 0.15 ) = 44,44 m1 Besi 4 batang dia. 12 = 4 x 44,44 x 0,89 kg = 158,22 kg ( A) Besi beugel dia. 8 jarak 20 mm = ( 44,44 : 0,20 ) x ( 4 x 0,15 ) x 0, 40 kg = 71,11 kg ( B ) BERAT BESI BETON UNTUK UKURAN 15 x 15 CM1 DALAM 1 M3 = 229,33 kg/m3 ( A + B )
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3. Sloof praktis 15 X 20 cm' pakai tulangan 4 batang dia. 12 beugel dia. 8 jarak 15 cm Panjang 1 m3 ukuran 15 x 20 cm = ( 1 : 0.15 : 0.20 ) = 33,33 m1 Besi 4 batang dia. 12 = 4 x 33,33 x 0,89 kg = 118,67 kg ( A) Besi beugel dia. 8 jarak 15 mm = ( 33,33 : 0,15 ) x ( 2 x 0,15 ) + ( 2 x 0,2 ) x 0, 40 kg = 155,56 kg ( B ) BERAT BESI BETON UNTUK 15 x 20 CM1 DALAM 1 M3 = 274,22 kg/m3 ( A + B ) 4. Kolom Beton 20 X 30 cm' pakai tulangan 4 batang dia. 12 + 2 batang dia. 10 beugel dia. 8 jarak 15 cm Panjang 1 m3 ukuran 20 x 30 cm = ( 1 : 0.20 : 0.30 ) = 16,67 m1 Besi 4 batang dia. 12 = 4 x 16,67 x 0,89 kg = 59,33 kg ( A) Besi 2 batang dia. 10 = 2 x 16.67 x 0.62 kg = 73,57 kg ( B) Besi beugel dia. 8 jarak 15 mm = ( 16,67 : 0.15 ) x (( 2 x 0.2 ) + ( 2 X 0,3 )) X 0,40 kg = 111,11 kg ( C ) BERAT BESI BETON UNTUK UKURAN 20 x 30 CM DALAM 1 M3 = 244,02 kg/m3 ( A + B + C )