框架柱截面尺寸估算1

1、e5fba5f6dee32274f140335530b2fc16.xls制作人: YANG SONG 2022/3/7 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ft0.550.650.901.101.301.501.651.801.902.00e5fba5f6dee32274f140335530b2fc16.xls制作人:

2、YANG SONG 2022/3/7 第 2 页C55C6025.0026.5027.5029.002.102.20e5fba5f6dee32274f140335530b2fc16.xls制作人: YANG SONG 2022/3/7 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 17.5822.901.0013.51.21.002A-2OK4016.3 3412.4 500 500 17.5822.901.1513.51.21.003A-1OK4016.3 3412.4 500 500 17.

3、5822.901.1513.51.21.004D-1OK4016.3793.2500 500 17.581.803.4013.51.21.005E-2OK4016.3 1535.3 500 500 17.593.902.7013.51.21.006E-3OK4016.3 1535.3 500 500 17.593.902.7013.51.21.007E-4OK4016.3 2302.9 500 500 17.595.852.7013.51.21.008E-5OK6675.9 3411.7 550 800 17.5107.802.7013.51.21.009E-6OK6675.9 5875.7

4、550 800 17.5107.804.6513.51.21.003C-1OK4016.3 2511.6 500 500 17.583.405.7013.51.21.0010C-2OK5783.4 5225.5 600 600 17.585.607.2013.51.21.0011C-3OK5783.4 3335.9 600 600 17.583.906.6013.51.21.0012C-4OK5783.4 5003.9 600 600 17.585.856.6013.51.21.0013C-5OK7434.5 6671.8 700 700 17.587.806.6013.51.21.0014C

5、-6OK7717.5 6671.8 700 700 17.587.806.6013.51.21.0015B-1OK4016.3 3560.8 500 500 17.5822.901.2013.51.21.0016B-2OK2570.4 1133.4 400 400 17.525.306.6013.51.21.0017B-3OK5783.4 4339.7 600 600 17.5922.901.3013.51.21.0018B-4OK5783.4 4349.9 600 600 17.595.855.1013.51.21.0019B-5OK6675.9 6444.4 550 800 17.5107.805.1013.51.21.0020B-6OK6675.9 6444.4 550 800 17.5107.805.1013.51.21.00e5fba5f6dee32274f140335530b2fc16.xls制作人: YANG SONG 2022/3/7 第 4 页轴压比调整系数0.901.020.901.020.901.020.901.020.901.020.901.020.901.020.851.020.851.020.901.