框架中柱正截面强度计算及配筋

1、边柱正截面强度计算及配筋柱层次截面荷载位置组合1010五层9988一二一二一二M69.791.8438.2754.2534.5169.14N71.93101.871.93101.851.44208.86420042004200420033003300b550550550550550550h2020202020209899225525536913511111117.63647.63647.63647.6364661111111.021.021.041.041.021.04550355159695503551590255035515532550355155335503551567155035515

2、331四层7766边柱三层5544二层3322一层11一42.67二60.32一46.19二58.75一44.77二60.32一41.13二58.75一41.13二37.3一31.39二23.4一27.97二11.76143.643300208.453300216.373300315.883300216.53300315.893300288.443300421.813300288.823300422.353300379.355000554.45000379.595000554.89500055055035515297550550355152895505503551521355055035515

3、18655055035515207550550355151915505503551514355055035515139550550355151425505503551588550550355158355055035515425505503551574550550355152120317120309120233120206120227120211120163120159120162120108120103120621209412041616161616161616161619.090919.090919.090919.09091.041.041.061.061.061.061.081.081.0

4、81.121.31.491.321.74偏心性质单侧配筋12501010154.50.02大偏心344.534 181184943.6154.50.03大偏心444.814 18813573.5154.50.02大偏心141.14 18814574.4154.50.03大偏心201.514 18944704.1154.50.01大偏心143.964 18604364.3154.50.05大偏心138.644 18570330.3154.50.04大偏心59.9074 18563322.6154.50.05大偏心82.1234 18487246.7154.50.05大偏心-20.344 1845

5、9219.2154.50.08大偏心-72.96450.05大偏心-29.714 18464224.2154.50.08大偏心-62.824 18416175.8154.50.07大偏心-150.94 18413172.5154.50.1大偏心-206.64 18416175.6154.50.07大偏心-151.44 18362121.6154.50.1大偏心-346.14 18373133.1154.50.09大偏心-289.14 1833392.61154.50.14大偏心-5284 18364124.1154.50.09大偏心-311.54 1831271.59154.50.14大偏心-603.84 180.9911207940.9874335730.9911207940.9874335730.9936501270.9742178390.9822687460.974268450.9732907870.9610070420.9732747390.9610058080