计算公式1内力228.14874.36|V|/kN81.28轴压比验算0.10685078822极限轴压比满足截面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40660260.9222745780.39533677966是否需验算裂缝宽度不需要23283.9222745787.14285714286是否考虑偏心距增大系数4.67942266343111.08471500931307.9747527121981层A柱内力组合γRE|M|/kN·mγREN/kN＞5考虑＞1时取13996.5772大偏压的计算大、小偏心受压的判定-3122.2172109.974752712类型大偏压0.518617.97475271274.7955517536800.12121212121-176.93367033小偏压的计算单侧980双侧3920实际配筋单侧525双侧1025总配筋率1.00%二级抗震最小配筋率要求>0.7%22sminminmin=/,8%/Abhmmmm212121273.4529.43167.3239.39129.5228.551638.62591.99965.5265.52353.523706.22126.326.185.8416.4144.3554.710.200246853230.072343883660.117988512770.032447757550.043201759750.4529170231满足满足满足满足满足满足700×700700×700700×700700×700700×700700×70053.23.23.23.25444459.9112.189.91404040404040660660660660660660166.87822680149.7136775959173.298808907148.350406749366.31590857761.66660370940.252845798180.075323753930.262573952890.224773343560.55502410390.09343424804不需要不需要不需要不需要需要不需要232323232323189.87822680172.7136775959196.298808907171.350406749389.31590857784.666603709414.15714285715.714285714295.714285714295.714285714295.714285714297.142857142862.496918138436.911434314774.2377006732315.40938535711.5736026251.103954972991111111111111.497613279341.211701381571.078419151351.089836880451.039540089851.28408459865284.36415391488.1072636017211.692394913186.743992755404.709494582108.7190818441981981981981981981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3996.57723996.57723996.57723996.57723996.57723996.5772-2357.9572-3404.5872-3031.0772-3731.0572-3643.0572-290.357286.3641539143-109.892736413.6923949131-11.256007245206.709494582-89.280918156大偏压大偏压大偏压大偏压大偏压大偏压0.5180.5180.5180.5180.5180.518594.364153914398.107263602521.692394913496.743992755714.709494582418.719081844140.17279726350.640718562982.591958939...
