柱轴力计算结果（恒载）单位层数6 层80.6320.63顶层80.63101.5020.63顶层101.5080.6720.63顶层80.6753.4720.63顶层53.47底层106.93底层122.13底层101.30底层74.105 层102.9320.63顶层209.86113.2520.63顶层235.3885.9020.63顶层187.2066.5420.63顶层140.64底层230.49底层256.01底层207.83底层161.274 层103.1420.63顶层333.63113.0820.63顶层369.0987.7820.63顶层295.6166.6620.63顶层227.93底层354.26底层389.72底层316.24底层248.563 层103.9524.96顶层458.21112.2724.96顶层510.9986.5424.96顶层402.7867.9024.96顶层316.46底层483.17底层526.95底层427.74底层341.422 层104.4124.96顶层587.58111.8124.96顶层638.7685.5924.96顶层513.3368.8524.96顶层410.27底层612.54底层663.72底层518.29底层435.231 层103.7024.96顶层716.24112.5224.96顶层776.2486.5924.96顶层624.8867.8524.96顶层503.08底层741.20底层801.20底层649.84底层528.04柱轴力计算结果（活载）单位层数6 层27.7420.63顶层27.7432.7420.63顶层32.7426.0520.63顶层26.0517.1520.63顶层17.15底层48.37底层53.37底层46.68底层33.785 层28.7820.63顶层77.1531.7020.63顶层85.0724.5720.63顶层71.2518.6320.63顶层56.41底层97.78底层105.70底层91.88底层77.044 层28.8520.63顶层126.6331.6320.63顶层137.3324.5520.63顶层116.4318.6520.63顶层95.69底层147.26底层157.96底层137.06底层113.323 层29.3324.96顶层176.5931.1524.96顶层189.1124.5324.96顶层161.5918.6724.96顶层134.99底层201.55底层214.07底层186.55底层159.952 层29.1824.96顶层230.7331.3024.96顶层245.3723.9524.96顶层210.5019.2524.96顶层179.20底层255.69底层270.33底层235.46底层204.161 层28.9324.96顶层284.6231.5524.96顶层301.8824.1524.96顶层259.6119.0524.96顶层223.21底层309.58底层326.84底层284.57底层248.17
