框架柱截面尺寸估算1-自动计算表格.xls

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1、9f1b6a28a1bd6d52b0f94cc9a7223f44.xls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制作人: YANG SONG 2022/7/13 第 1 页9f1b6a28a1bd6d52b0f94cc9a7223f44.xlsC55C

2、6025.0026.5027.5029.002.102.20制作人: YANG SONG 2022/7/13 第 2 页9f1b6a28a1bd6d52b0f94cc9a7223f44.xlsNoProjectTEXTNcNmaxbhfc层数BL楼面荷载分项系数调整系数1A-3OK4016.32967.350050017.5822.901.0013.51.21.002A-2OK4016.33412.450050017.5822.901.1513.51.21.003A-1OK4016.33412.450050017.5822.901.1513.51.21.004D-1OK4016.3793.25

3、0050017.581.803.4013.51.21.005E-2OK4016.31535.350050017.593.902.7013.51.21.006E-3OK4016.31535.350050017.593.902.7013.51.21.007E-4OK4016.32302.950050017.595.852.7013.51.21.008E-5OK6675.93411.755080017.5107.802.7013.51.21.009E-6OK6675.95875.755080017.5107.804.6513.51.21.003C-1OK4016.32511.650050017.58

4、3.405.7013.51.21.0010C-2OK5783.45225.560060017.585.607.2013.51.21.0011C-3OK5783.43335.960060017.583.906.6013.51.21.0012C-4OK5783.45003.960060017.585.856.6013.51.21.0013C-5OK7434.56671.870070017.587.806.6013.51.21.0014C-6OK7717.56671.870070017.587.806.6013.51.21.0015B-1OK4016.33560.850050017.5822.901

5、.2013.51.21.0016B-2OK2570.41133.440040017.525.306.6013.51.21.0017B-3OK5783.44339.760060017.5922.901.3013.51.21.0018B-4OK5783.44349.960060017.595.855.1013.51.21.0019B-5OK6675.96444.455080017.5107.805.1013.51.21.0020B-6OK6675.96444.455080017.5107.805.1013.51.21.00制作人: YANG SONG 2022/7/13 第 3 页9f1b6a28a1bd6d52b0f94cc9a7223f44.xls轴压比调整系数0.901.020.901.020.901.020.901.020.901.020.901.020.901.020.851.020.851.020.901.020.901.020.901.020.901.020.851.020.901.000.901.020.901.020.901.020.901.020.851.020.851.02制作人: YANG SONG 2022/7/13 第 4 页