计算公式1内力|M|/kN·m25.77N/kN2250.55|V|/kN15.5轴压比验算0.27502749603满足截面b×h/mm×mm700×700柱高H/m5柱子长度计算5两者较小值基本项目4066011.45053431380.01734929441是否需验算裂缝宽度不需要2334.45053431387.14285714286是否考虑偏心距增大系数1.81800004443111.6981743132158.50301244791981层A柱内力组合极限轴压比[1.05]＞5考虑＞1时取13996.5772大偏压的计算大、小偏心受压的判定-1746.0272-139.49698755类型大偏压0.518368.503012448192.519247220.29169582912-1968.5996838单侧980双侧2940实际配筋单侧425双侧825总配筋率0.85%21212144.21112.3540.96108.4772.3828.611620.41235.84894.16443.24351.635234.777.0550.2422.3783.7554.617.160.198020285960.151025296350.109270438710.054165953810.042970793110.63971281926满足满足满足满足满足满足700×700700×700700×700700×700700×700700×70053.23.23.23.25444459.9112.189.9140404040404066066066066066066027.283386818190.909826514845.8083564463244.720693078205.8413673465.465378612620.041338464880.137742161390.069406600680.370788928910.311880859620.00828087669不需要不需要不需要不需要不需要不需要23232323232350.2833868181113.90982651568.8083564463267.720693078228.84136734628.465378612614.15714285715.714285714295.714285714295.714285714295.714285714297.142857142862.524993828683.310703650964.575802988289.2308907138311.63581036890.7816007198111111111112.879068477541.135138350021.223716811.05749867831.067267497061.66043155366144.769313932129.30341252184.2019424521283.114279084244.23495335247.26481283531981981981981981981层A柱内力组合4层A柱内力组合7层A柱内力组合1层B柱内力组合＞5考虑＞5考虑＞5考虑＞5考虑＞5考虑＞5考虑3996.57723996.57723996.57723996.57723996.57723996.5772-2376.1772-2760.7372-3102.4172-3553.3372-3644.94721238.1928-53.230686068-68.696587479-113.79805755-150.73518716大偏压大偏压大偏压小偏压小偏压大偏压0.5180.5180.5180.5180.5180.518454.769313932439.303412521394.201942452593.114279084554.234953352357.264812835138.614200171105.71770744276.489307100137.916167664730.0795551754447.7989734828080800.210021515410.160178344610.121212121210.67848329315-986....
