柱抗震斜截面受剪承載力計(jì)算

柱子斜截面受剪承載力計(jì)算表,,,,,,,,,,,,,

計(jì)算公式,,1層A柱內(nèi)力組合,4層A柱內(nèi)力組合,7層A柱內(nèi)力組合,1層B柱內(nèi)力組合,4層B柱內(nèi)力組合,8層B柱內(nèi)力組合,1層D柱內(nèi)力組合,4層D柱內(nèi)力組合,8層D柱內(nèi)力組合,1層E柱內(nèi)力組合,4層E柱內(nèi)力組合,7層E柱內(nèi)力組合

,,1,1,1,1,1,1,1,1,1,1,1,1

|M|/kN·m,,273.45,167.32,129.5,277.48,180.69,101.39,262.13,105.31,62.59,219.41,13.1,60.6

N/kN,,1638.62,965.5,353.52,4645.86,2806.12,507.98,6457.18,3948.24,463.3,3739.05,2085.02,551.94

|V|/kN,,126.32,5.84,44.35,36.96,0.13,182.76,47.52,99.19,434.82,65.05,4.84,52.98

b×h/mm×mm,,700×700,700×700,700×700,700×700,700×700,700×700,750×750,700×700,700×700,700×700,700×700,700×700

H/m,,5,3.2,3.2,5,3.2,3.2,5,3.2,3.2,5,3.2,3.2

,,40,40,40,40,40,40,40,40,40,40,40,40

,,660,660,660,660,660,660,710,660,660,660,660,660

,,3.092486203,40.9295499,4.171364149,10.72510823,1985.604396,0.792530407,7.354938272,1.516713954,0.205635173,4.81849127,3.866587957,1.634039799

,,,,,,,<2,,<2,<2,,,<2

,,3,3,3,3,3,,3,,,3,3,

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,,0.942857143,0.942857143,0.942857143,0.942857143,0.942857143,0.942857143,0.946666667,0.942857143,0.942857143,0.942857143,0.942857143,0.942857143

截面尺寸要求,,1928.85,1928.85,1928.85,1928.85,1928.85,1928.85,2223.1875,1928.85,1928.85,1928.85,1928.85,1928.85

,,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足,＞V滿足

,,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9,2454.9

,,1638.62,965.5,353.52,2454.9,2454.9,507.98,2454.9,2454.9,463.3,2454.9,2085.02,551.94

是否構(gòu)造配箍,,424.8681598,97.85827989,270.2029108,280.1017022,172.4819521,743.6888472,323.7705139,676.2090197,1085.274372,390.0000687,406.7799335,520.5362634

,,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是,＞V是

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取井字復(fù)合箍,,410,410,410,410,410,410,410,410,410,410,410,410

二級抗震加密區(qū)s,,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）,＜Min（8d，100mm）

實(shí)際配箍,非加密區(qū),410@150,,,,,,,,,,,

,加密區(qū),410@80,,,,,,,,,,,

實(shí)際箍筋加密區(qū)長度取值,H0/6,633,513,513,633,513,513,633,513,513,633,513,513

,柱子長邊尺寸,700,700,700,700,700,700,750,700,700,700,700,700

,最終值,柱全長,700,700,柱全長,700,柱全長,柱全長,柱全長,柱全長,柱全長,700,柱全長

柱子軸壓比,,0.200246853,0.117988513,0.04320176,0.567745326,0.342920689,0.062077478,0.687391084,0.482492973,0.056617377,0.456928999,0.254798973,0.067449591

柱子最小配箍特征值,,0.08,0.08,0.08,0.12,0.084,0.08,0.148,0.108,0.08,0.1,0.08,0.08

箍筋加密區(qū)體積配箍率,,0.636190476,0.636190476,0.636190476,0.954285714,0.668,0.636190476,1.176952381,0.858857143,0.636190476,0.795238095,0.636190476,0.636190476

,采用井字箍筋是是否滿足要求,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足,>0.6%滿足

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