条型基础34

条型基础34单跨条型基础计算表计算计算单位单位JC1JC2JC3JC4fkN/mm2145.0145.0145.0145.0埋深dm1.51.51.31.3fcmN/mm216.516.516.516.5fyN/mm2310310310310F1kN868.11473.92072.62874.8M1（绕X轴方向）kN21.55.830.43.5F2kN917.41716.62082.82812.6M2（绕Y轴方向）kN6.622.130.60.6柱距Lom5.105.107.807.80肋梁悬挑长度b1m1.150.871.802.50肋梁悬挑长度b2m1.151.431.802.50柱沿基础短边向宽bcm0.40.40.450.50柱沿基础短边向宽hcm0.40.40.450.50fd=1.1fkN/mm2159.5159.5159.5159.5f净=fd-ro*dN/mm2129.5129.5133.5133.5F=F1+F2kN1785.53190.54155.45687.4M=M1+M2kN.m28.127.961.04.1A=1.1*F/f净m215.225.934.244.7基础总长Lm7.47.411.412.8基础宽度Bm2.03.53.03.5G=ro*d*AkN454.99776.07890.221163.04W=L*B2/6m35.1815.0717.1426.05fmax=(F+G)/A+M/Wkpa153.2155.2150.9153.3fmax<1.2fdkpa满足要求满足要求满足要求满足要求fmin=(F+G)/A-M/Wkpa142.3151.5143.8153.0fmin