截面七层六层五层四层M(kN·m)132.1473.350.11139.8595.6075.10140.94192.83107.76220.65N(kN)266.76313.42224.85577.79624.45455.20956.29909.63664.741261.042642.642642.642642.642642.642642.642642.642642.642642.642642.642642.64大小偏心大大小大大大大大大大4.504.504.504.504.504.504.504.504.504.50495.35234.030.49242.04153.09164.98147.38211.99162.11174.9720.0020.0020.0020.0020.0020.0020.0020.0020.0020.00515.35254.0320.49262.04173.09184.98167.38231.99182.11194.977.507.507.507.507.507.507.507.507.507.501.001.000.301.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.001.00η1.041.091.331.091.131.121.131.101.121.12537.85276.5327.21284.54195.59207.48189.88254.49204.61217.47e(mm)797.85536.53287.21544.54455.59467.48449.88514.49464.61477.47x23.3227.4019.6550.5154.5839.7983.5979.5158.11110.23320.00-14.72-284.2627.21-231.51-158.93-314.11-25.17-212.01-166.18ρ(%)0.800.800.800.800.800.800.800.800.800.801440.001440.001440.001440.001440.001440.001440.001440.001440.001440.00配筋422422422422422422422422422422表10.4D轴框架柱正截面配筋计算|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNmaxNmin|M|maxNb(kN)l0(mm)e0(mm)ea(mm)ei(mm)l0/hζ1ζ2ηei(mm)As=As'Asmin实配面积(mm)1520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm21520mm2四层三层二层一层187.76130.43252.70212.70156.53257.20257.20155.63470.80470.80135.971307.69854.711633.461680.121023.662129.442129.441115.722392.282392.281291.782642.642642.642642.642642.642642.642642.642642.642642.642642.642642.642642.64大大大小大小小大大大小4.504.504.504.504.504.504.504.504.554.554.55143.58152.60154.70126.60152.91120.78120.78139.49196.80196.80105.2620.0020.0020.0020.0020.0020.0020.0020.0020.0020.0020.00163.58172.60174.70146.60172.91140.78140.78159.49216.80216.80125.267.507.507.507.507.507.507.507.507.587.587.580.991.001.000.911.000.880.880.971.001.000.801.001.001.001.001.001.001.001.001.001.001.001.141.131.131.141.131.141.141.141.111.111.15185.83195.10197.20167.00195.41160.56160.56181.29239.80239.80143.75445.83455.10457.20427.00455.41420.56420.564...
