条型基础34.xls

单跨条型基础计算表 计计算算单单位位JC1JC2JC3JC4计计算算简简图图 基基 本本 几几 何何 信信 息息 fkN/mm2145.0145.0145.0145.0 埋深dm1.51.51.31.3 fcmN/mm216.516.516.516.5 fyN/mm2310310310310 F1kN868.11473.92072.62874.8 M1（绕X轴方向）kN21.55.830.43.5 F2kN917.41716.62082.82812.6 M2（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hcm0.40.40.450.50 地地 基基 承承 载载 力力 验验 算算 fd1.1fkN/mm2159.5159.5159.5159.5 f净净fd-ro*dN/mm2129.5129.5133.5133.5 FF1F2kN1785.53190.54155.45687.4 MM1M2kN.m28.127.961.04.1 A1.1*F/f净净m215.225.934.244.7 基础总长Lm7.47.411.412.8 基础宽度Bm2.03.53.03.5 Gro*d*AkN454.99776.07890.221163.04 WL*B2/6m35.1815.0717.1426.05 fmaxFG/AM/Wkpa153.2155.2150.9153.3 fmax1.2fdkpa满足要求满足要求满足要求满足要求 fminFG/A-M/Wkpa142.3151.5143.8153.0 fminfdkpa满足要求满足要求满足要求满足要求 基基 础础 底底 板板 计计 算算 P净FG/A-ro*dkN117.73123.33121.36127.14 L1B-bc/2m0.821.551.281.50 MP净*L12/2kN.m40.04147.7598.91142.53 基础底板厚度hmm600750600600 hoh-45mm555705555555 αsM/fcm*b*ho20.0080.0180.0190.028 ξ1-SQRT1-2*αs0.0080.0180.0200.028 Asξ*b*ho*fcm/fy mm2234682581840 沿基础长向实配mm2Φ10-180Φ10-180Φ10-200Φ10-200 沿基础短向实配mm2 肋肋 梁梁 计计 算算 肋梁宽度bmm500500600650 肋梁高度hmm90090010001000 hoh-45mm855855955955 qB*P净kN/m241.28431.15364.51444.33 MAq*b12/2kN.m159.55163.17590.501388.53 MBq*b22/2kN.m159.55440.83590.501388.53 MoMaxMB,MAkN.m159.55440.83590.501388.53 MCq*Lo2/8-MAkN.m624.931238.602181.591990.59 αs1Mo/fcm*b*ho20.0260.0730.0650.142 ξ11-SQRT1-2*αs10.0270.0760.0680.154 As1ξ1*b*ho*fcm/fy mm2610.141728.872064.485080.83 αs2M2/fcm*b*ho20.1040.2050.2420.204 ξ21-SQRT1-2*αs20.1100.2320.2810.230 As2ξ2*b*ho*fcm/fy mm22494.505287.428574.257597.30 肋梁上部实配钢筋mm2 肋梁下部实配钢筋mm2