条型基础34

单跨条型基础计算表计算单位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/Wkpa153.2155.2150.9153.3fmax1.2fdkpa满足要求满足要求满足要求满足要求fmin=(F+G)/A-M/Wkpa142.3151.5143.8153.0fminfdkpa满足要求满足要求满足要求满足要求P净=(F+G)/A-ro*dkN117.73123.33121.36127.14L1=(B-bc)/2m0.821.551.281.50M=P净*L12/2kN.m40.04147.7598.91142.53基础底板厚度hmm600750600600ho=h-45mm555705555555αs=M/(fcm*b*ho2)0.0080.0180.0190.028ξ=1-SQRT(1-2*αs)0.0080.0180.0200.028As=ξ*b*ho*fcm/fymm2234682581840沿基础长向实配mm2Φ10-180Φ10-180Φ10-200Φ10-200沿基础短向实配mm2肋梁宽度bmm500500600650肋梁高度hmm90090010001000ho=h-45mm855855955955q=B*P净kN/m241.28431.15364.51444.33MA=q*b12/2kN.m159.55163.17590.501388.53MB=q*b22/2kN.m159.55440.83590.501388.53Mo=Max(MB,MA)kN.m159.55440.83590.501388.53MC=q*Lo2/8-MAkN.m624.931238.602181.591990.59αs1=Mo/(fcm*b*ho2)0.0260.0730.0650.142ξ1=1-SQRT(1-2*αs1)0.0270.0760.0680.154As1=ξ1*b*ho*fcm/fymm2610.141728.872064.485080.83αs2=M2/(fcm*b*ho2)0.1040.2050.2420.204ξ2=1-SQRT(1-2*αs2)0.1100.2320.2810.230As2=ξ2*b*ho*fcm/fymm22494.505287.428574.257597.30肋梁上部实配钢筋mm2肋梁下部实配钢筋mm2肋梁计算计算简图基本几何信息地基承载力验算基础底板计算