桩基计算.xls

湖南科大桩基计算湖南科大桩基计算 桩承载力Ra4910 x0.5/1.651500* 桩扩底尺寸桩身配筋实际配筋 桩号桩径腰桩长 桩身截面砼fc 0.7桩身承载力扩底桩径扩底腰桩扩底面积 桩端阻特 桩设计值 扩底尺寸 扩底高度 扩底总高 桩身配筋率 配筋面积直径根数实配面积配筋率 直径（m m**（mm2 N/mm2** kN 直径（mm**（mm2kPa** kN**（mm **（mm **（mm**（mm2（mm2**（mm2** ZH10.800.000.5011.9041851.600.002.011500301440080012000.21005161224120.48 ZH20.900.000.6411.9052971.800.002.541500381545090013000.21272161428130.44 ZH30.900.000.6411.9052972.000.003.1415004710550110015000.21272161428130.44 ZH41.100.000.9511.9079122.300.004.1515006229600120016000.21900161632150.34 ZH51.200.001.1311.9094162.700.005.7215008584750150019000.22261162040190.36 ZH61.200.001.1311.9094162.300.004.1515006229550110015000.22261162040190.36 ZH71.500.001.7711.90147133.100.007.54150011316800160020000.23533162652250.30 ZH80.800.801.1411.9095161.100.801.83150027451503007000.22285162244210.39 ZH5a1.200.001.1311.9094162.700.005.7215008584750150019000.22261162040190.36 ZH90.800.600.9811.9081832.200.605.1215007679700140018000.21965162040190.41 ZH100.800.901.2211.90101832.200.905.7815008669700140018000.22445162448230.39 DZH1 1.101.302.3811.90198242.801.309.79150014692 850170021000.24760183076300.32 DZH2 1.000.801.5911.90132032.500.806.91150010359 750150019000.23170182461040.39 DZH3 1.101.202.2711.90189082.401.207.40150011102 650130017000.24540183076300.34 注预制桩的最小配筋率为0.8，灌注桩最小配筋率为0.2之间至0.65之间，小直径取大值。 输入值