独立基础钢筋及砼计算表格

底板厚：序号基础编号数量Q12345678910111213141516171819DJ1DJ2DJ3DJ4DJ5DJ6DJ7410620162221.82.22.633.43.841.82.22.633.43.840.80.80.50.50.50.40.41.622.42.831.602.002.402.803.000.300.300.300.300.301.802.001.802.000.300.30L1w1h1L2W2h2L3W3h3独基C35P60.35底板扣除体积间距150150125125125100100150150125125150125100100120130125110纵筋长度1720.002120.002340.002700.003060.003420.003600.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00(L1*w1*h1+L2*w2*h底板与基顶平直径2+L3*w3*h3)*Q10.3738.7224.89114.00120.13200.2020.600.000.000.000.000.000.000.000.000.000.000.000.004.5416.946.6433.0036.9030.013.300.000.000.000.000.000.000.000.000.000.000.000.0012121212141414121212141414141416181818序号基础编号数量Q202122232425262728293031323380L1w1h1L2W2h2L3W3h3独基C35P6底板扣除体积间距150130110100110100140140100100100100100100纵筋长度-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00(L1*w1*h1+L2*w2*h底板与基顶平直径2+L3*w3*h3)*Q0.000.000.000.000.000.000.000.000.000.000.000.000.000.00528.900.000.000.000.000.000.000.000.000.000.000.000.000.000.00131.32底板与独基相重的部分

2222201416141822141414141414钢筋（三级钢12-25）纵筋数最外边纵筋量（2根）101519222535360000000000001720212025202920332037203920-80-80-80-80-80-80-80-80-80-80-80-80横筋长度1720.002120.002340.002700.003060.003420.003600.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00最外边横横筋数量筋重量(kg)（2根）10131720233334-2-2-2-2-2-2-2-2-2-2-2-21720212025202920332037203920-80-80-80-80-80-80-80-80-80-80-80-80146.71527.40449.072015.072842.006187.27609.500.000.000.000.000.000.000.000.000.000.000.000.00钢筋（三级钢12-25）纵筋数最外边纵筋量（2根）00000000000000-80-80-80-80-80-80-80-80-80-80-80-80-80-80横筋长度-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00-80.00最外边横横筋数量筋重量(kg)（2根）-2-2-2-2-2-2-2-2-2-2-2-2-2-2-80-80-80-80-80-80-80-80-80-80-80-80-80-800.000.000.000.000.000.000.000.000.000.000.000.000.000.0012777.02