钢筋面积表

钢筋的计算截面面积及公称质量 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 不同根数直径的计算截面面积（mn?）4567)028.350.37911313335.362.89814116642.475.411817019949.588.0137198232)22012113144526162512643935657703023174716799243523705507921078173804101812571521196310051272157119012454120615271885228129451407178121992661343702463321740725027307940215089628336954825610775404310563071258796梁纵向钢筋单排最大根数？（净保护层厚度：25mm）梁宽b(mm)钢筋直径（mm）141618202225283236401502/32/322221/211120043/43/43332/3221/2250554/54/543/432/3223006/765/65/654/543/432/33507/876/76/765/64/543/434008/98/97/87/86/76/75/64/54/53/44509/109/108/98/97/97/86/75/64/54/550010/1210/1110/119/108/107/96/86/75/64/555012/1311/1211/1210/119/118/107/96/85/75/660013/1412/1412/1311/1210/129/118/107/86/75/7梁宽b14161820222528323640注：表内分数值，其分子为梁上部纵筋单排最大根数，分母为梁下部钢筋单排最大根数。梁纵向钢筋单排最大根数？（净保护层厚度：30mm）梁宽b(mm)钢筋直径（mm）141618202225283236401502222221/21112003/433332/32/3221/225054/54/5443/432/32230065/65/654/54/543/432/33507/86/76/76/75/65/64/543/434008/987/87/86/76/75/64/54/53/44509/109/108/98/97/86/86/75/64/54/550010/1110/119/109/108/97/96/86/75/64/555011/1211/1210/1110/119/108/107/96/85/75/660012/1412/1311/1311/1210/129/118/107/86/75/7梁宽b14161820222528323640注：表内分数值，其分子为梁上部纵筋单排最大根数，分母为梁下部钢筋单排最大根数。柱纵向钢筋单排最大根数？（净保护层厚度：30mm）柱宽b(mm)钢筋直径（mm）1416182022252832364025033333332223004444433333350555444443340065555554444506666655544500777766655555088777766656009888877766650109998887767001010109998877750111110101099888800121111111010109988501312121211111010999001313131212111110109柱宽b14161820222528323640柱纵向钢筋单排最大根数？（净保护层厚度：35mm）柱宽b(mm)钢筋直径（mm）141618202225283236402503333332222300444433333335055444444334005555554444450666655554450077766665555508877776665600988887776665099998887767001010109998877750111110101099888800121111111010109988501212121111111010999001313121212111110109柱宽b14161820222528323640每米板宽内的钢筋截面面积表当钢筋直径（mm）为以下数值时的钢筋截面面积（iW）810121416718670628559503112210479828737851616150814141257113121992053192417101539287226812513223420113635457419402387359335714654628604561524102894290587080875413991283123211841100102618281676160815471436134023133142962872792652514914624494364133927076656466285955659629068808558107701257118311491117105810051590201168314262452377616513804670810121416苛载承载力表[F]（kN）箍？筋？个？数E侧2个（共4个）每侧3个（共6个）每侧4个（共8个）47.571.395.084.4126.7168.9131.9197.9263.9190.0285.0380.0258.6387.9517.295.0142.5190.0168.9253.3337.8263.9395.8527.8380.0570.0760.0517.2775.81034.5箍？筋？个？数E侧2个（共4个）每侧3个（共6个）每侧4个（共8个）67.9101.8135.7120.6181.0241.3188.5282.7377.0271.4407.2542.9369.5554.2738.9135.7203.6271.4241.3361.9482.5377.0565.5754.0542.9814.31085.7738.91108.41477.8［承受集中荷载承载力表［F］（kN）弯？起？角？度a=60°4根1根2根3根4根134.441.182.3123.4164.5182.956.0112.0168.0224.0L238.873.1146.3219.4292.51302.392.6185.1277.7370.2)373.2114.3228.5342.8457.1I451.6138.3276.5414.8553.13583.1178.5357.1535.6714.2弯？起？角？度a=60°4根1根2根3根4根191.958.8117.5176.3235.1)261.280.0160.0240.0320.0)341.2104.5208.9313.4417.9431.8132.2264.5396.7528.9)533.1163.2326.5489.7653.03645.1197.5395.0592.6790.13833.0255.1510.1765.21020.3