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1、單跨條型基礎計算表計計算算單單位位JC1JC2JC3JC4計計算算簡簡圖圖基基本本幾幾何何信信息息fkN/mm2145.0145.0145.0145.0埋深dm1.51.51.31.3fcmN/mm216.516.516.516.5fyN/mm2310310310310F1kN868.11473.92072.62874.8M1（繞X軸方向）kN21.55.830.43.5F2kN917.41716.62082.82812.6M2（繞Y軸方向）kN6.622.130.60.6柱距Lom5.105.107.807.80肋梁懸挑長度b1m1.150.871.802.50肋梁懸挑長度b2m1.151.2、431.802.50柱沿基礎短邊向寬bcm0.40.40.450.50柱沿基礎短邊向寬hcm0.40.40.450.50地地基基承承載載力力驗驗算算fd=1.1fkN/mm2159.5159.5159.5159.5f凈=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凈m215.225.934.244.7基礎總長Lm7.47.411.412.8基礎寬度Bm2.03.53.03.5G=ro*d*AkN454.99776.07890.221163.3、04W=L*B2/6m35.1815.0717.1426.05fmax=(F+G)/A+M/Wkpa153.2155.2150.9153.3fmax1.2fdkpa滿足要求滿足要求滿足要求滿足要求fmin=(F+G)/A-M/Wkpa142.3151.5143.8153.0fminfdkpa滿足要求滿足要求滿足要求滿足要求基基礎礎底底板板計計算算P凈=(F+G)/A-ro*dkN117.73123.33121.36127.14L1=(B-bc)/2m0.821.551.281.50M=P凈*L12/2kN.m40.04147.7598.91142.53 基礎底板厚度hmm600750600604、0ho=h-45mm555705555555s=M/(fcm*b*ho2)0.0080.0180.0190.028=1-SQRT(1-2*s)0.0080.0180.0200.028As=*b*ho*fcm/fy mm2234682581840沿基礎長向實配mm210-18010-18010-20010-200沿基礎短向實配mm2肋肋梁梁計計算算肋梁寬度bmm500500600650肋梁高度hmm90090010001000ho=h-45mm855855955955q=B*P凈kN/m241.28431.15364.51444.33MA=q*b12/2kN.m159.55163.17590.55、01388.53MB=q*b22/2kN.m159.55440.83590.501388.53Mo=Max(MB,MA)kN.m159.55440.83590.501388.53MC=q*Lo2/8-MAkN.m624.931238.602181.591990.59s1=Mo/(fcm*b*ho2)0.0260.0730.0650.1421=1-SQRT(1-2*s1)0.0270.0760.0680.154As1=1*b*ho*fcm/fy mm2610.141728.872064.485080.83s2=M2/(fcm*b*ho2)0.1040.2050.2420.2042=1-SQRT(1-2*s2)0.1100.2320.2810.230As2=2*b*ho*fcm/fy mm22494.505287.428574.257597.30肋梁上部實配鋼筋mm2肋梁下部實配鋼筋mm2