双偏基础计算程序

双偏基础计算程序C7.5C10C15C20C25C30轴心抗压fc3.75.07.510.012.515.0弯曲抗压fcm4.15.58.511.013.516.5抗拉ft0.60.70.91.11.31.5弹性模量Ec145001750022000255002800030000种类符号混凝土强度等级及弹性模量混凝土强度设计值及弹性模量混凝土强度设计值及弹性模量(N/mm2)C35C40C45C50C55C6017.519.521.523.525.026.519.021.523.526.027.529.01.71.81.92.12.12.2315003250033500345003550036000混凝土强度等级及弹性模量混凝土强度设计值及弹性模量混凝土强度设计值及弹性模量(N/mm2)直径(mm)12345637.114.121.228.335.342.4412.625.137.750.362.875.4519.639597998118628.35785113141170850.31011512012513021078.515723631439347112113.122633945256567914153.930846261677092416201.14026038041005120618254.550976310181272152720314.262894212571571188522380.1760114015211901228125490.9982147319632454294528615.81232184724633079369532804.216082413321740214825361017.920363054407250896107401256.625133770502762837540不同根数钢筋的计算截面面积(mm2)钢筋截面面积表钢筋截面面积表单根钢筋公称789质量标准(Kg/m)49.556.563.60.05588.0100.5113.10.0991371571770.1541982262540.2223524024520.3955506287070.61779290510180.8881078123213851.2081407160818101.5781781203622901.9982199251328272.4662661304134