梁正截面受弯承载力配筋计算

左中右左中M/(kN•m)-121.24124.36-113.08-102.65-8.42-90.9393.27-84.81-76.99-6.320.073 0.0750.0680.0620.0050.076 0.0780.0700.0640.00548649945240933540540540540540实 配 钢 筋4Φ 144Φ 144Φ 144Φ 144Φ 14615615615615615M/(kN•m)-172.3387.56-133.67-165.914.56-129.2565.67-100.25-124.433.420.103 0.0520.0800.0990.0030.109 0.0540.0840.1050.00370334753867618540540540540540五四层 号计 算 公 式AB跨 梁BC跨 梁REM210REScMf bh11 2s 10cSyf bhAf,minSA2mmREM210REScMf bh11 2s 10cSyf bhAf,minSA实配钢筋4Φ 164Φ 144Φ 164Φ 164Φ 14804615804804615M/(kN•m)-201.6091.16-161.77-225.352.93-151.2068.37-121.33-169.012.200.121 0.0550.0970.1350.0020.129 0.0560.1020.1460.00283136265893811540540540540540实配钢筋4Φ 184Φ 144Φ 184Φ 184Φ 14101761510171017615M/(kN•m)-230.0891.25-189.45-280.262.25-172.5668.44-142.09-210.201.690.138 0.0550.1140.1680.0010.149 0.0560.1210.1850.00195936277811929540540540540540实配钢筋4Φ 184Φ 144Φ 184Φ 204Φ 14三二2mmREM210REScMf bh11 2s 10cSyf bhAf,minSA2mmREM210REScMf bh11 2s 10cSyf bhAf,minSA101761510171256615M/(kN•m)-311.15121.54-217.84-340.94-0.75-233.3691.16-163.38-255.71-0.560.187 0.0730.1310.2040.0000.208 0.0760.1400.2310.000134048790414873540540540540540实配钢筋4Φ 224Φ 144Φ 224Φ 224Φ 14152061515201520615一2mmREM210REScMf bh11 2s 10cSyf bhAf,minSA2mm右左中右左中右-97.21-102.35113.21-131.98-133.60118.18-118.21-72.91-76.7684.91-98.99-100.2088.64-88.660.0580.0610.0680.0790.0800.0710.0710.0600.0630.0700.0830.0840.0740.0743874084535315384734735405405405405405405404Φ 144Φ 144Φ 144Φ 144Φ 144Φ 144Φ 14615615615615615615615-165.84-132.8293.28-157.81-159.7892.21-173.32-124.38-99.6269.96-118.36-119.8469.16-129.990.0990.0800.0560.0950.0960.0550.1040.1050.0830.0580.1000.1010.0570.110675535371641649366708540540540540540540540CD跨梁DE跨梁截面梁4Φ 164Φ 164Φ 144Φ 164Φ 164Φ 144Φ 16804804615804804615804-224.88-132.2497.34-191.85-193.7893.60-203.01-168.66-99.1873.01-143.89-145.3470.20-152.260.1350.0790.0580.1150.1160.0560.1220.1450.0830.0600.1230.1240.0580.1309365323877887973728385405405405405405405404Φ 184Φ 164Φ 144Φ 164Φ 184Φ 144Φ 18101780461580410176151017-281.51-192.73106.00-224.47-226.44106.00-235.11-211.13-144.5579.50-168.35-169.8379.50-176.330.1690.1160.0640.1350.1360.0640.1410.1860.1230.0660.1450.1460.0660.15311977924239349434239825405405405405405405404Φ 204Φ 184Φ 144Φ 184Φ 184Φ 144Φ 1812561017615101710176151017-342.16-220.28106.83-268.83-272.60110.88-315.62-256.62-165.2180.12-201.62-204.4583.16-236.720.2050.1320.0640.1610.1630.0660.1890.2320.1420.0660.1770.1800.0690.21214939154261138115544313625405405405405405405404Φ 224Φ 204Φ 144Φ 204Φ 224Φ 144Φ 2215201256615125615206151520