框架柱截面尺寸估算1.xls

e7c266b707aca36cf1152f74ed7465f4.xls 制作人 YANG SONG 2020/7/9 第 1 页 强强度度种种类类符符号号C7.5C10C15C20C25C30C35C40C45C50 轴心抗压fc3.705.007.5010.0012.5015.0017.5019.5021.5023.50 弯曲抗压fcm4.105.508.5011.0013.5016.5019.0021.5023.5026.00 抗拉ft0.550.650.901.101.301.501.651.801.902.00 e7c266b707aca36cf1152f74ed7465f4.xls 制作人 YANG SONG 2020/7/9 第 2 页 C55C60 25.0026.50 27.5029.00 2.102.20 e7c266b707aca36cf1152f74ed7465f4.xls 制作人 YANG SONG 2020/7/9 第 3 页 No ProjectTEXTNcNmaxbhfc层数BL楼面荷载分项系数调整系数 1A-3OK4016.3 2967.3 500 500 17.5822.901.0013.51.21.00 2A-2OK4016.3 3412.4 500 500 17.5822.901.1513.51.21.00 3A-1OK4016.3 3412.4 500 500 17.5822.901.1513.51.21.00 4D-1OK4016.3793.2500 500 17.581.803.4013.51.21.00 5E-2OK4016.3 1535.3 500 500 17.593.902.7013.51.21.00 6E-3OK4016.3 1535.3 500 500 17.593.902.7013.51.21.00 7E-4OK4016.3 2302.9 500 500 17.595.852.7013.51.21.00 8E-5OK6675.9 3411.7 550 800 17.5107.802.7013.51.21.00 9E-6OK6675.9 5875.7 550 800 17.5107.804.6513.51.21.00 3C-1OK4016.3 2511.6 500 500 17.583.405.7013.51.21.00 10C-2OK5783.4 5225.5 600 600 17.585.607.2013.51.21.00 11C-3OK5783.4 3335.9 600 600 17.583.906.6013.51.21.00 12C-4OK5783.4 5003.9 600 600 17.585.856.6013.51.21.00 13C-5OK7434.5 6671.8 700 700 17.587.806.6013.51.21.00 14C-6OK7717.5 6671.8 700 700 17.587.806.6013.51.21.00 15B-1OK4016.3 3560.8 500 500 17.5822.901.2013.51.21.00 16B-2OK2570.4 1133.4 400 400 17.525.306.6013.51.21.00 17B-3OK5783.4 4339.7 600 600 17.5922.901.3013.51.21.00 18B-4OK5783.4 4349.9 600 600 17.595.855.1013.51.21.00 19B-5OK6675.9 6444.4 550 800 17.5107.805.1013.51.21.00 20B-6OK6675.9 6444.4 550 800 17.5107.805.1013.51.21.00 e7c266b707aca36cf1152f74ed7465f4.xls 制作人 YANG SONG 2020/7/9 第 4 页 轴压比调整系数 0.901.02 0.901.02 0.901.02 0.901.02 0.901.02 0.901.02 0.901.02 0.851.02 0.851.02 0.901.02 0.901.02 0.901.02 0.901.02 0.851.02 0.901.00 0.901.02 0.901.02 0.901.02 0.901.02 0.851.02 0.851.02