Latihan Beban Fondasi Tiang
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A Beban Fondasi Beban Tetap Sementara Satuan P 500 600 ton Mx 300 200 t.m My 200 400 t.m Susunan Fondasi 3 x 4 Sb y Sbx diameter d : 40 cm jarak antar tiang s : 100 cm No Tiang x y V1 -1.5 -1.0 2.25 1.00 (15.83) (15.00) V2 -0.5 -1.0 0.25 1.00 (2.50) 11.67 V3 0.5 -1.0 0.25 1.00 10.83 38.33 V4 1.5 -1.0 2.25 1.00 24.17 65.00 V5 -1.5 0.0 2.25 0.00 21.67 10.00 V6 -0.5 0.0 0.25 0.00 35.00 36.67 V7 0.5 0.0 0.25 0.00 48.33 63.33 V8 1.5 0.0 2.25 0.00 61.67 90.00 V9 -1.5 1.0 2.25 1.00 59.17 35.00 V10 -0.5 1.0 0.25 1.00 72.50 61.67 V11 0.5 1.0 0.25 1.00 85.83 88.33 V12 1.5 1.0 2.25 1.00 99.17 115.00 n 12 15.00 8.00 Beban Pada Tiang a. Beban Tetap V max 99.17 ton V min (15.83) ton a. Beban Sementara V max 115.00 ton V min (15.00) ton x 2 y 2 V BT ton V SM ton Sx 2 = Sy 2 =
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Transcript of Latihan Beban Fondasi Tiang
Sheet1ABeban FondasiBebanTetapSementaraSatuanP500600tonMx300200t.mMy200400t.mSusunan Fondasi3 x 4Sb ySbxdiameterd:40cmjarak antar tiangs:100cmNo Tiangxyx2y2V BTtonV SMtonV1-1.5-1.02.251.00(15.83)(15.00)V2-0.5-1.00.251.00(2.50)11.67V30.5-1.00.251.0010.8338.33V41.5-1.02.251.0024.1765.00V5-1.50.02.250.0021.6710.00V6-0.50.00.250.0035.0036.67V70.50.00.250.0048.3363.33V81.50.02.250.0061.6790.00V9-1.51.02.251.0059.1735.00V10-0.51.00.251.0072.5061.67V110.51.00.251.0085.8388.33V121.51.02.251.0099.17115.00nSx2=Sy2=1215.008.00Beban Pada Tianga. Beban TetapV max99.17tonV min(15.83)tona. Beban SementaraV max115.00tonV min(15.00)ton
Sheet2ABeban FondasiBebanTetapSementaraSatuanP53.180tonMx00t.mMy19.890t.mSusunan Fondasi3 x 4Sb ySbxdiameterd:40cmjarak antar tiangs:100cmNo Tiangxyx2y2V BTtonV SMtonV1-1.5-1.02.251.002.440.0V2-0.5-1.00.251.003.770.0V30.5-1.00.251.005.090.0V41.5-1.02.251.006.420.0V5-1.50.02.250.002.440.0V6-0.50.00.250.003.770.0V70.50.00.250.005.090.0V81.50.02.250.006.420.0V9-1.51.02.251.002.440.0V10-0.51.00.251.003.770.0V110.51.00.251.005.090.0V121.51.02.251.006.420.0nSx2=Sy2=1215.008.00Beban Pada Tianga. Beban TetapV max6.42tonV min2.44tona. Beban SementaraV max0.0tonV min0.0ton
