Upload File

data uji kuat tekan

24
LABORATORIUM STRUKTUR DAN BAHAN FAKULTAS TEKNIK JURUSAN SIPIL UNIVERSITAS HASANUDDIN KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636 Sampel : BETON MUTU TINGGI AGREGAT PASIR MAROS - KERIKIL MAROS ( BMT M - M ) HASIL PEMERIKSAAN KUAT TEKAN BETON NO. TANGGAL UMUR NO BERAT SLUMP LUAS (A) f BEBAN (P) f'c = P/A f'c COR TEST (HARI) SAMPEL (kg) (cm) (kN) (kg) (MPa) 1 22/5/2012 5/29/2012 3 3 12.45 58.00 176.71 580.00 59,123.34 334.58 33.46 2 5/29/2012 6 12.71 58.00 176.71 640.00 65,239.55 369.19 36.92 3 5/25/2012 7 12.68 58.00 176.71 620.00 63,200.82 357.65 35.77 4 5/29/2012 7 2 13.12 58.00 176.71 780.00 79,510.70 449.95 45.00 5 5/29/2012 5 12.50 58.00 176.71 760.00 77,471.97 438.41 43.84 6 5/29/2012 9 12.85 58.00 176.71 780.00 79,510.70 449.95 45.00 7 6/19/2012 28 1 12.73 58.00 176.71 1,050.00 107,033.64 605.70 60.57 8 6/19/2012 4 12.46 58.00 176.71 1,020.00 103,975.54 588.40 58.84 9 6/19/2012 8 13.21 58.00 176.71 1,080.00 110,091.74 623.01 62.30 (cm 2 ) (kg/cm 2 )

Upload: suprianto-marwing

Post on 18-Dec-2015

92 views

Category:

Documents


3 download

Report

DESCRIPTION

m

TRANSCRIPT

by sitaLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINKAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636

Sampel:BETON MUTU TINGGI AGREGAT PASIR MAROS - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEPSampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT M - M )( BMT G - P )( BMT P - M )( BMT G - M )( BMT G - G )

HASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETON

NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c
---: ---:NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)122/5/20125/29/123312.4558.00176.71580.0059,123.34334.5833.46115/6/20126/22/127112.6955.00176.71990.00100,917.43571.0957.1116/18/126/25/127312.8256.00176.7182083,588.18473.0247.3015/21/125/28/127912.8256.00176.711,020.00103,975.54588.4058.8411/7/007312.7258.00176.71800.0081,549.44461.4946.1525/29/12612.7158.00176.71640.0065,239.55369.1936.9226/22/12712.8055.00176.71980.0099,898.06565.3256.5326/25/12512.7356.00176.7183084,607.54478.7947.8825/28/12312.7356.00176.711,000.00101,936.80576.8657.6921/7/00613.0258.00176.71830.0084,607.54478.7947.8835/25/12712.6858.00176.71620.0063,200.82357.6535.7736/22/12812.9255.00176.71910.0092,762.49524.9452.4936/25/12712.6956.00176.7180582,059.12464.3746.4435/28/12712.6956.00176.711,010.00102,956.17582.6358.2631/7/00912.5958.00176.71810.0082,568.81467.2646.7345/29/127213.1258.00176.71780.0079,510.70449.9545.0046/29/1214212.7556.00176.711,040106,014.27599.9359.9947/2/1214212.7556.00176.711,040106,014.27599.9359.9946/4/12140.0041/14/00140.0055/29/12512.5058.00176.71760.0077,471.97438.4143.8456/29/12912.7356.00176.711,080110,091.74623.0162.3057/2/12912.7356.00176.711,080110,091.74623.0162.3056/4/120.0051/14/000.0065/29/12912.8558.00176.71780.0079,510.70449.9545.0066/29/12412.8356.00176.711,040106,014.27599.9359.9967/2/12412.8356.00176.7190091,743.12519.1751.9266/4/120.0061/14/000.0076/19/1228112.7358.00176.711,050.00107,033.64605.7060.5777/13/122877/16/12280.0076/18/12280.0071/28/00280.0086/19/12412.4658.00176.711,020.00103,975.54588.4058.8487/13/1287/16/120.0086/18/120.0081/28/000.0096/19/12813.2158.00176.711,080.00110,091.74623.0162.3097/13/1297/16/120.0096/18/120.0091/28/000.00

0000032735.38755.3873313.025.00176.71700.0071,355.76403.801444.611460.7614ERROR:#DIV/0!2862.502862.5028ERROR:#DIV/0!

by ahdanLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINKAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636

HASIL PEMERIKSAAN KUAT TEKAN BETON312.4558.00176.71640.0065,239.55369.1936.92

Sampel:BETON MUTU TINGGI AGREGAT PASIR MAROS - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEPSampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT M - M )( BMT G - P )( BMT P - M )( BMT G - M )( BMT G - G )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c
---: ---:

CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c 122/5/20127312.4558.00176.71780.0079,510.70449.9545.00CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)25/29/12612.7158.00176.71760.0077,471.97438.4143.84115/6/201222/6/20127112.6955.00176.71990.00100,917.43571.0957.1116/18/126/25/127312.8256.00176.71820.0083,588.18473.0247.3016/18/127912.8256.00176.711,020.00103,975.54588.4058.8417312.7258.00176.71800.0081,549.44461.4946.153712.6858.00176.71780.0079,510.70449.9545.0000222/6/2012712.8055.00176.71980.0099,898.06565.3256.5326/25/12512.7356.00176.71830.0084,607.54478.7947.8826/25/12312.7356.00176.711,000.00101,936.80576.8657.692613.0258.00176.71830.0084,607.54478.7947.88414213.1258.00176.71860.0087,665.65496.1049.61744.61322/6/2012812.9255.00176.71910.0092,762.49524.9452.4936/25/12712.6956.00176.71805.0082,059.12464.3746.443712.6956.00176.711,010.00102,956.17582.6358.263912.5958.00176.71810.0082,568.81467.2646.7356/5/12512.5058.00176.71880.0089,704.38507.6450.761449.804140.0040.004140.004140.006912.8558.00176.71850.0086,646.28490.3349.032851.7350.0050.0057/2/120.0050.00728112.7358.00176.71900.0091,743.12519.1751.9251.92920.0060.0060.0060.0060.0086/19/12412.4658.00176.71890.0090,723.75513.4051.3451.34910.007280.0070.007280.007280.009813.2158.00176.71900.0091,743.12519.1751.9251.92920.0080.0080.0080.0080.0090.0090.0090.0090.00

Sampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROS( BMT P - M )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c 32CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)ERROR:#DIV/0!16/15/127312.8256.00176.71990100,917.43571.0957.11820.0026/22/12512.7356.00176.7198099,898.06565.3256.53960.00830.003712.6956.00176.7191092,762.49524.9452.4900800.00414212.8256.00176.711,060108,053.01611.4761.15756.8256/29/12912.7356.00176.711,080110,091.74623.0162.301458.651,063.336412.6956.00176.711,050107,033.64605.7060.572862.690.117286176.711,100112,130.48634.5563.4587/13/128176.711,080110,091.74623.0162.3091176.711,080110,091.74623.0162.30

Sampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROS( BMT G - M )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)16/21/127912.8256.00176.711,020.00103,975.54588.4058.8426/21/12312.7356.00176.711,000.00101,936.80576.8657.693712.6956.00176.711,010.00102,956.17582.6358.2600414612.9856.00176.711,180.00120,285.42680.6968.07758.2657/5/12113.1356.00176.711,150.00117,227.32663.3966.341464.226212.6256.00176.711,140.00116,207.95657.6265.762869.61728512.8256.00176.711,070.00109,072.38617.2461.7287/19/12412.7356.00176.711,100.00112,130.48634.5563.459812.6956.00176.711,450.00147,808.36836.4583.64

Sampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEP( BMT G - P )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)16/18/127112.6955.00176.71820.0083,588.18473.0247.30990.0026/25/12712.8055.00176.71830.0084,607.54478.7947.88980.003812.9255.00176.71800.0081,549.44461.4946.1500910.00414212.9455.00176.71980.0099,898.06565.3256.53747.5957/2/12512.6655.00176.71960.0097,859.33553.7855.381452.696612.7255.00176.71960.0097,859.33553.7855.382856.15728312.9455.00176.7198099,898.06565.3256.5387/16/12412.6655.00176.7198099,898.06565.3256.539912.9055.00176.7196097,859.33553.7855.38

Sampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT G - G )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)16/18/127312.7258.00176.71820.0083,588.18473.0247.3026/25/12613.0258.00176.71840.0085,626.91484.5648.463912.5958.00176.71820.0083,588.18473.0247.3000414812.9058.00176.711,000.00101,936.80576.8657.69747.8857/2/12412.6258.00176.71980.0099,898.06565.3256.531453.846212.6858.00176.71980.0099,898.06565.3256.532856.92728112.6958.00176.711,000101,936.80576.8657.6987/16/12512.6858.00176.7198099,898.06565.3256.539712.6258.00176.7198099,898.06565.3256.53

Sheet2

Sheet3

by ahdan (2)LABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINKAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636

HASIL PEMERIKSAAN KUAT TEKAN BETON312.4558.00176.71640.0065,239.55369.1936.92

Sampel:BETON MUTU TINGGI AGREGAT PASIR MAROS - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEPSampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT M - M )( BMT G - P )( BMT P - M )( BMT G - M )( BMT G - G )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c
---: ---:

CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c 122/5/20127312.4558.00176.71780.0079,510.70449.9545.00CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)25/29/12512.7158.00176.71760.0077,471.97438.4143.84115/6/201222/6/20127112.6955.00176.71990.00100,917.43571.0957.1116/18/126/25/127312.8256.00176.71820.0083,588.18473.0247.3016/18/127912.8256.00176.711,020.00103,975.54588.4058.8417312.7258.00176.71800.0081,549.44461.4946.153712.6858.00176.71780.0079,510.70449.9545.0000222/6/2012712.8055.00176.71980.0099,898.06565.3256.5326/25/12512.7356.00176.71830.0084,607.54478.7947.8826/25/12312.7356.00176.711,000.00101,936.80576.8657.692613.0258.00176.71830.0084,607.54478.7947.88414213.1258.00176.71860.0087,665.65496.1049.61744.61322/6/2012812.9255.00176.71910.0092,762.49524.9452.4936/25/12712.6956.00176.71805.0082,059.12464.3746.443712.6956.00176.711,010.00102,956.17582.6358.263912.5958.00176.71810.0082,568.81467.2646.7356/5/12612.5058.00176.71880.0089,704.38507.6450.761449.804140.0040.004140.004140.006912.8558.00176.71850.0086,646.28490.3349.032851.7350.0050.0057/2/120.0050.00728112.7358.00176.71900.0091,743.12519.1751.9251.92920.0060.0060.0060.0060.0086/19/12412.4658.00176.71890.0090,723.75513.4051.3451.34910.007280.0070.007280.007280.009813.2158.00176.71900.0091,743.12519.1751.9251.92920.0080.0080.0080.0080.0090.0090.0090.0090.00

Sampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROS( BMT P - M )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c 32CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)ERROR:#DIV/0!16/15/127312.8256.00176.71990100,917.43571.0957.11820.0026/22/12512.7356.00176.7198099,898.06565.3256.53960.00830.003712.6956.00176.7191092,762.49524.9452.4900800.00414212.7556.00176.711,060108,053.01611.4761.15756.8256/29/12912.7356.00176.711,080110,091.74623.0162.301458.651,063.336412.8356.00176.711,050107,033.64605.7060.572862.690.11728612.7656.00176.711,100112,130.48634.5563.4587/13/12812.9156.00176.711,080110,091.74623.0162.309112.8756.00176.711,080110,091.74623.0162.30

Sampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROS( BMT G - M )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)16/21/127912.8256.00176.711,020103,975.54588.4058.8426/21/12312.7356.00176.711,000101,936.80576.8657.693712.6956.00176.711,010102,956.17582.6358.2600414612.9856.00176.711,180120,285.42680.6968.07758.2657/5/12113.1356.00176.711,150117,227.32663.3966.341464.226212.6256.00176.711,140116,207.95657.6265.762871.53728513.1556.00176.711,070109,072.38617.2461.7287/19/12413.0256.00176.711,200122,324.16692.2369.229812.9956.00176.711,450147,808.36836.4583.64

Sampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEP( BMT G - P )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)16/18/127512.6955.00176.7182083,588.18473.0247.30990.0026/25/12712.8055.00176.7183084,607.54478.7947.88980.003812.9255.00176.7180081,549.44461.4946.1500910.00414212.9455.00176.7195096,839.96548.0254.80747.5957/2/12112.6655.00176.7198099,898.06565.3256.531452.496612.7255.00176.7196097,859.33553.7855.382856.72728312.9455.00176.7198099,898.06565.3256.5387/16/12412.6655.00176.7198099,898.06565.3256.539912.9055.00176.71990100,917.43571.0957.11

Sampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT G - G )NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)16/18/127312.7258.00176.7182083,588.18473.0247.3026/25/12613.0258.00176.7184085,626.91484.5648.463912.5958.00176.7182083,588.18473.0247.3000414812.9058.00176.7198099,898.06565.3256.53747.8857/2/12412.6258.00176.7196097,859.33553.7855.381453.076212.6858.00176.7192093,781.86530.7153.072857.30728112.6958.00176.711,000101,936.80576.8657.6987/16/12512.6858.00176.7198099,898.06565.3256.539712.6258.00176.711,000101,936.80576.8657.69

OK PrintLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINKAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636

Sampel:BETON MUTU TINGGI AGREGAT PASIR MAROS - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEPSampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT M - M )( BMT G - P )( BMT P - M )( BMT G - M )( BMT G - G )

HASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETON

NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c
---: ---:NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c NO.TANGGALUMURNOBERATSLUMPLUAS (A)fBEBAN (P)f'c = P/Af'c CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(cm2)(kN)(kg)(kg/cm2)(MPa)122/5/20127312.4558.00176.71780.0079,510.70449.9545.0016/18/127112.9555.00176.7182083,588.18473.0247.3016/15/127312.8256176.71990100,917.43571.0957.1116/21/127912.8256.00176.711,020103,975.54588.4058.8416/18/127312.7258.00176.7182083,588.18473.0247.3025/29/12612.7158.00176.71760.0077,471.97438.4143.8426/25/12712.8355.00176.7183084,607.54478.7947.8826/22/12512.7356176.7198099,898.06565.3256.5326/21/12312.7356.00176.711,000101,936.80576.8657.6926/25/12613.0258.00176.7184085,626.91484.5648.463712.6858.00176.71780.0079,510.70449.9545.003813.1155.00176.7180081,549.44461.4946.153712.6956176.7191092,762.49524.9452.493712.6956.00176.711,010102,956.17582.6358.263912.5958.00176.7182083,588.18473.0247.30414213.1258.00176.71860.0087,665.65496.1049.61414212.9455.00176.7198099,898.06565.3256.53414212.8556176.711,060108,053.01611.4761.15414612.9856.00176.711,180120,285.42680.6968.07414812.9058.00176.7198099,898.06565.3256.5356/5/12512.5058.00176.71880.0089,704.38507.6450.7657/2/12512.6655.00176.7196097,859.33553.7855.3856/29/12912.7856176.711,080110,091.74623.0162.3057/5/12113.1356.00176.711,150117,227.32663.3966.3457/2/12412.6258.00176.7196097,859.33553.7855.386912.8558.00176.71850.0086,646.28490.3349.036612.7255.00176.7196097,859.33553.7855.386412.7356176.711,050107,033.64605.7060.576212.6256.00176.711,140116,207.95657.6265.766212.6858.00176.7192093,781.86530.7153.07728112.7358.00176.71900.0091,743.12519.1751.92728312.9455.00176.7198099,898.06565.3256.53728612.7656176.711,100112,130.48634.5563.45728513.1556.00176.711,070109,072.38617.2461.72728112.6958.00176.711,000101,936.80576.8657.6986/19/12412.4658.00176.71890.0090,723.75513.4051.3487/16/12412.6655.00176.7198099,898.06565.3256.5387/13/12812.9156176.711,080110,091.74623.0162.3087/19/12413.0256.00176.711,200122,324.16692.2369.2287/16/12512.6858.00176.7198099,898.06565.3256.539813.2158.00176.71900.0091,743.12519.1751.929912.9055.00176.7196097,859.33553.7855.389112.8756176.711,080110,091.74623.0162.309812.9956.00176.711,450147,808.36836.4583.649712.6258.00176.711,000101,936.80576.8657.69

176.625

dari rekapLABORATORIUM STRUKTUR DAN BAHANFAKULTAS TEKNIK JURUSAN SIPILUNIVERSITAS HASANUDDINKAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636PENGUJIAN KUAT TEKAN BETON

Nama ContohBMT G-G, BMT G-P, BMT G-G, BMT M-M, BMT P-MJumlah Contoh45Diuji OlehAndi Ahdan Amir, Jabbaruddin, Sita D. SarungalloDiperiksa OlehProf. Dr. Ing. Herman Parung, M.Eng (Pembimbing I)Dr. Rudy Djamaluddin, ST, M.Eng (Pembimbing II)Pasir S. JeneberangBenda UjiSlump Flow (cm)Kuat Takan f'c (MPa)7 Hari14 Hari28 HariBMT G-G46.4355.4856.6258.0047.5654.3555.4846.4352.0956.62Rata-rata046.8053.9756.24BMT G-P46.4355.4855.4855.0046.9954.3555.4845.2954.3554.35Rata-rata046.2454.7355.11BMT G-M57.7566.8160.5856.0056.6265.1167.9457.1864.5482.09Rata-rata057.1865.4970.21BMT M-M44.1648.6950.9658.0043.0349.8250.3944.1648.1250.96Rata-rata043.7848.8850.77BMT P-M56.0560.0162.2856.0055.4861.1561.1551.5259.4561.15Rata-rata054.3560.2061.52071428Pasir Jeneberang70.2156.24Kerikil JeneberangPasir Maros50.7770.21Kerikil MarosPasir Pangkajene61.5255.11Kerikil PangkajeneBenda UjiSlump Flow (cm)Kuat Takan f'c (MPa)7 Hari14 Hari28 HariBMT G-M56.0057.7566.8160.580.8156.0056.6265.1167.940.9356.0057.1864.5482.091.00Rata-rata057.1865.4970.21BMT M-M58.0044.1648.6950.960.8658.0043.0349.8250.390.9658.0044.1648.1250.961.00Rata-rata043.7848.8850.77BMT P-M56.0056.0560.0162.280.8856.0055.4861.1561.150.9856.0051.5259.4561.151.00Rata-rata054.3560.2061.52Benda UjiSlump Flow (cm)Kuat Takan f'c (MPa)7 Hari14 Hari28 HariBMT G-G58.0046.4355.4856.620.830.1758.0047.5654.3555.480.9650.770.0458.0046.4352.0956.621.0061.52Rata-rata046.8053.9756.2456.24BMT G-P55.0046.4355.4855.480.8455.1155.0046.9954.3555.480.9970.2155.0045.2954.3554.351.00Rata-rata046.2454.7355.11BMT G-M56.0057.7566.8160.580.8156.0056.6265.1167.940.9356.0057.1864.5482.091.00Rata-rata057.1865.4970.21

OK Print (2)LABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANLABORATORIUM STRUKTUR DAN BAHANFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILFAKULTAS TEKNIK JURUSAN SIPILUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINUNIVERSITAS HASANUDDINKAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636KAMPUS TAMALANREA TELPON (0411) 587636, FAX. (0411) 587636

Sampel:BETON MUTU TINGGI AGREGAT PASIR MAROS - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL PANGKEPSampel:BETON MUTU TINGGI AGREGAT PASIR PANGKEP - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL MAROSSampel:BETON MUTU TINGGI AGREGAT PASIR GOWA - KERIKIL GOWA( BMT M - M )( BMT G - P )( BMT P - M )( BMT G - M )( BMT G - G )

HASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETONHASIL PEMERIKSAAN KUAT TEKAN BETON

NO.TANGGALUMURNOBERATSLUMPLUAS (A)Pf'c
---: ---:NO.TANGGALUMURNOBERATSLUMPLUAS (A)Pf'c
---: ---:NO.TANGGALUMURNOBERATSLUMPLUAS (A)Pf'c
---: ---:NO.TANGGALUMURNOBERATSLUMPLUAS (A)Pf'c
---: ---:NO.TANGGALUMURNOBERATSLUMPLUAS (A)Pf'c
---: ---:

CORTEST(HARI)SAMPEL(kg)(cm)(mm2)(kN)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(mm2)(kN)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(mm2)(kN)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(mm2)(kN)(MPa)CORTEST(HARI)SAMPEL(kg)(cm)(mm2)(kN)(MPa)122/5/20127312.4558.0017,662.5780.0044.1616/18/127112.9555.0017,662.582046.4316/15/127312.825617,662.599056.0516/21/127912.8256.0017,662.51,02057.7516/18/127312.7258.0017,662.582046.4325/29/12612.7158.0017,662.5760.0043.0326/25/12712.8355.0017,662.583046.9926/22/12512.735617,662.598055.4826/21/12312.7356.0017,662.51,00056.6226/25/12613.0258.0017,662.584047.563712.6858.0017,662.5780.0044.163813.1155.0017,662.580045.293712.695617,662.591051.523712.6956.0017,662.51,01057.183912.5958.0017,662.582046.43414213.1258.0017,662.5860.0048.69414212.9455.0017,662.598055.48414212.855617,662.51,06060.01414612.9856.0017,662.51,18066.81414812.9058.0017,662.598055.4856/5/12512.5058.0017,662.5880.0049.8257/2/12512.6655.0017,662.596054.3556/29/12912.785617,662.51,08061.1557/5/12113.1356.0017,662.51,15065.1157/2/12412.6258.0017,662.596054.356912.8558.0017,662.5850.0048.126612.7255.0017,662.596054.356412.735617,662.51,05059.456212.6256.0017,662.51,14064.546212.6858.0017,662.592052.09728112.7358.0017,662.5900.0050.96728312.9455.0017,662.598055.48728612.765617,662.51,10062.28728513.1556.0017,662.51,07060.58728112.6958.0017,662.51,00056.6286/19/12412.4658.0017,662.5890.0050.3987/16/12412.6655.0017,662.598055.4887/13/12812.915617,662.51,08061.1587/19/12413.0256.0017,662.51,20067.9487/16/12512.6858.0017,662.598055.489813.2158.0017,662.5900.0050.969912.9055.0017,662.599056.059112.875617,662.51,08061.159812.9956.0017,662.51,45082.099712.6258.0017,662.51,00056.62


BAB I PENDAHULUAN 1.1 LATAR BELAKANGeprints.undip.ac.id/69695/4/#4_Template_isi_Buku_Material_Beton.pdf · - Uji Material yang meliputi: uji kuat tekan, Berat Jenis dan Uji Akustik

UJI KUAT TEKAN DAN SERAPAN AIR PADA BATA BETON · PDF fileDan untuk uji kuat tekan bata beton berlubang menunjukkan bahwa kuat tekan optimum terjadi pada ... Gambar 4.2 Hubungan kuat

Kuat Tekan Dan Kuat Tarik Beton

Job v Kuat Tekan Mortar

UJI KUAT TEKAN SILINDER DAN UJI KUAT LENTUR BALOK …spmi.poltekba.ac.id/spmi/fileTA/140309243192_2017.pdf · addition of fibers such as galvanized wire to make concrete more ductile

Munasih | Thomasjumlah benda uji untuk kuat tekan berjumlah 60 benda uji. Berikut merupakan hasil pengujian kuat tekan batu bata berupa data dimensi batu bata dan beban maksimum, selanjutnya

TINJAUAN KUAT TEKAN, KUAT TARIK BELAH DAN KUAT

kuat tekan tanah

ANALISIS KUAT TEKAN BATAKO DENGAN LIMBAH · PDF fileB. Uji Batako ... Tabel 1. Persyaratan Fisik Bata Beton SNI PUBI 1982 ... Gambar 4. Bagan Pengujian Kuat Tekan

BAB III Kuat Tekan

kuat tekan bebas

UNIVERSITAS INDONESIA KARAKTERISTIK KUAT TEKAN, …

UJI KARAKTERISTIK FISIS DAN KUAT TEKAN PAPAN KOMPOSIT

kuat tekan beton

Kuat Tekan Kelompok I_2

Paper kemampugaruan batuan terhadap uji kuat tekan

KUAT TEKAN BETON MUTU TINGGI DENGAN FLY ASH · PDF fileTabel 4.8 Hasil Uji Kuat Tekan Beton Mutu Tinggi..... 61 Tabel 4.9 Konversi Hasil Uji ... Gambar 3.2 Grafik Hubungan Kuat Tekan

STUDI KOMPARASI MUTU KAYU JATI, KAYU MAHONI, KAYU … filepengujian kadar air, kuat tekan, kuat tarik, kuat geser, dan kuat lentur. Benda uji masing- masing berjumlah 3 buah untuk

teknik sipil-UJI KUAT TEKAN BATANG GANDA KAYU DENGAN.pdf

PENGARUH PENGGUNAAN MINERAL LEMPUNG TERHADAP …ejurnal.ity.ac.id/berkas/0508106201_PENGARUH_PENGGUNAAN_MINERAL... · monolit yang terjadi kemudian dilakukan uji kuat tekan dan uji

SNI Uji Kuat Tekan Beton dengan Benda Uji Silinder

KAJIAN KUAT LENTUR DAN KUAT TEKAN BETON DALAM

TINJAUAN KUAT TEKAN DAN KUAT LENTUR BETON …

PENGARUH PELAPUKAN TERHADAP KUAT TEKAN …

perhitungan kuat tekan bebas

TINJAUAN KUAT TEKAN, KUAT LENTUR, DAN POROSITAS …

Uji Kuat Tekan Bebas (Unconfined Compression Test)

PERILAKU KUAT TEKAN DAN KUAT LENTUR PADAlontar.ui.ac.id/file?file=digital/123070-R010873-Perilaku kuat-HA.pdf · 3.3.2 Tes Kuat Lentur ... Gambar 4.6 Grafik kuat tekan beton untuk

TINJAUAN KUAT TEKAN BEBAS DAN MODULUS …eprints.ums.ac.id/56344/19/naskah publikasi rev 12ok.pdf · l2%, dan dengan perawatan 0 dan 4 hari pada uji kuat tekan bebas. Pengujian yang

kuat tekan kayu dan bambu

Studi Kuat Tekan Beton Ringan

TERHADAP KUAT TEKAN DAN RESAPAN PADA PEMBUATAN … · Uji LSD pada Interaksi Fly Ash dan FAS. Hipotesis : H. 0 : H 1 : Statistik Uji : LSD (kuat tekan) = = = 2,03011 x 1,647 = 3,343

Studi Kuat Tekan Terhadap Slump

TINJAUAN KUAT TEKAN DAN KUAT LENTUR PERKUATAN …eprints.ums.ac.id/42646/18/NASKAH PUBLIKASI.pdfTINJAUAN KUAT TEKAN DAN KUAT LENTUR DINDING PASANGAN BATU BATA DENGAN PERKUATAN DIAGONAL

TINJAUAN KUAT TEKAN DAN KUAT LENTUR DINDING PANEL BETON