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{"sheet":"Sheet1","index":0,"n_rows":67,"n_cols":7,"rows_kept":67,"merged":[[0,0,1,6]],"flags":["formulas_cached_only"]}
["11#地块一区"]
[]
["中柱计算(2,3,5,6轴)",{"$nulls":3},"边柱计算"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",51.6,"kN/m^2",null,"计算柱网面积\"A\"=",24,"kN/m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=25*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=25*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["设计浮力 V=(V0-F1-F2-F3)*A=",{"v":1159.3488000000002,"d":"1159"},"kN",null,"设计浮力 V=(V0-F1-F2-F3)*A=",{"v":539.2320000000001,"d":"539"},"kN"]
[]
[]
["中柱计算(4轴)",{"$nulls":3},"边柱计算(外角)"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",45.6,"kN/m^2",null,"计算柱网面积\"A\"=",11,"kN/m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=25*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=25*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["设计浮力 V=(V0-F1-F2-F3)*A=",{"v":1024.5408000000002,"d":"1025"},"kN",null,"设计浮力 V=(V0-F1-F2-F3)*A=",{"v":247.14800000000002,"d":"247"},"kN"]
[]
[]
[]
[]
[]
[]
["中柱计算(楼梯处)",{"$nulls":3},"边柱计算(内角)"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",25,"kN/m^2",null,"计算柱网面积\"A\"=",32,"kN/m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=25*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=25*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["设计浮力 V=(V0-F1-F2-F3)*A=",{"v":561.7,"d":"562"},"kN",null,"设计浮力 V=(V0-F1-F2-F3)*A=",{"v":718.9760000000001,"d":"719"},"kN"]

{"sheet":"Sheet2","index":1,"n_rows":159,"n_cols":7,"rows_kept":159,"merged":[[0,0,1,6]],"flags":["formulas_cached_only"]}
["11#地块一区"]
[]
["中柱计算(2,3,5,6轴)",{"$nulls":3},"边柱计算(1，7轴)"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",51.6,"m^2",null,"计算柱网面积\"A\"=",24,"m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
["承台面积 \"A1\"=",6.4,"m",null,"承台面积 \"A1\"=",{"v":2.56,"d":"2.6"},"m"]
["承台高度\"h5\"=",{"v":1,"d":"1.0"},"m",null,"承台高度\"h5\"=",{"v":1,"d":"1.0"},"m"]
["桩径\"d\"=",{"v":1,"d":"1.0"},"m",null,"桩径\"d\"=",{"v":1,"d":"1.0"},"m"]
["桩长\"L\"=",{"v":11,"d":"11.0"},"m",null,"桩长\"L\"=",{"v":11,"d":"11.0"},"m"]
["柱面积\"A2\"=",0.16,"m",null,"柱面积\"A2\"=",0.16,"m"]
["柱计算高度\"h6\"=",3.5,"m",null,"柱计算高度\"h6\"=",3.5,"m"]
["砼墙厚度\"b\"=",0.25,"m",null,"砼墙厚度\"b\"=",0.25,"m"]
["砼墙长度\"l\"=",{"v":0,"d":"0.0"},"m",null,"砼墙长度\"l\"=",{"v":8,"d":"8.0"},"m"]
["砼墙高度\"h7\"=",3.5,"m",null,"砼墙高度\"h7\"=",3.5,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":53.504000000000005,"d":"53.5"},"kN",null,"承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":21.401600000000002,"d":"21.4"},"kN"]
["桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN",null,"桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN"]
["柱重力 F6=γ2*A2*h6=",14,"kN",null,"柱重力 F6=γ2*A2*h6=",14,"kN"]
["砼墙重力 F7=γ2*b*l*h7=",0,"kN",null,"砼墙重力 F7=γ2*b*l*h7=",175,"kN"]
["设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":960.5928000000004,"d":"961"},"kN",null,"设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":197.57840000000004,"d":"198"},"kN"]
{"$rows_empty":9}
["中柱计算(4轴)",{"$nulls":3},"边柱计算(内角)"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",45.6,"m^2",null,"计算柱网面积\"A\"=",32,"m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
["承台面积 \"A1\"=",6.4,"m",null,"承台面积 \"A1\"=",{"v":2.56,"d":"2.6"},"m"]
["承台高度\"h5\"=",{"v":1,"d":"1.0"},"m",null,"承台高度\"h5\"=",{"v":1,"d":"1.0"},"m"]
["桩径\"d\"=",{"v":1,"d":"1.0"},"m",null,"桩径\"d\"=",{"v":1,"d":"1.0"},"m"]
["桩长\"L\"=",{"v":11,"d":"11.0"},"m",null,"桩长\"L\"=",{"v":11,"d":"11.0"},"m"]
["柱面积\"A2\"=",0.16,"m",null,"柱面积\"A2\"=",0.16,"m"]
["柱计算高度\"h6\"=",3.5,"m",null,"柱计算高度\"h6\"=",3.5,"m"]
["砼墙厚度\"b\"=",0.25,"m",null,"砼墙厚度\"b\"=",0.25,"m"]
["砼墙长度\"l\"=",{"v":0,"d":"0.0"},"m",null,"砼墙长度\"l\"=",6.5,"m"]
["砼墙高度\"h7\"=",3.5,"m",null,"砼墙高度\"h7\"=",3.5,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":53.504000000000005,"d":"53.5"},"kN",null,"承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":21.401600000000002,"d":"21.4"},"kN"]
["桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN",null,"桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN"]
["柱重力 F6=γ2*A2*h6=",14,"kN",null,"柱重力 F6=γ2*A2*h6=",14,"kN"]
["砼墙重力 F7=γ2*b*l*h7=",0,"kN",null,"砼墙重力 F7=γ2*b*l*h7=",142.1875,"kN"]
["设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":825.7848000000001,"d":"826"},"kN",null,"设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":410.1349,"d":"410"},"kN"]
{"$rows_empty":10}
["中柱计算(B交6)",{"$nulls":3},"边柱计算(内角)"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",38,"m^2",null,"计算柱网面积\"A\"=",32,"m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
["承台面积 \"A1\"=",6.4,"m",null,"承台面积 \"A1\"=",{"v":2.56,"d":"2.6"},"m"]
["承台高度\"h5\"=",{"v":1,"d":"1.0"},"m",null,"承台高度\"h5\"=",{"v":1,"d":"1.0"},"m"]
["桩径\"d\"=",{"v":1,"d":"1.0"},"m",null,"桩径\"d\"=",{"v":1,"d":"1.0"},"m"]
["桩长\"L\"=",{"v":11,"d":"11.0"},"m",null,"桩长\"L\"=",{"v":11,"d":"11.0"},"m"]
["柱面积\"A2\"=",0.16,"m",null,"柱面积\"A2\"=",0.16,"m"]
["柱计算高度\"h6\"=",3.5,"m",null,"柱计算高度\"h6\"=",3.5,"m"]
["砼墙厚度\"b\"=",0.25,"m",null,"砼墙厚度\"b\"=",0.25,"m"]
["砼墙长度\"l\"=",{"v":0,"d":"0.0"},"m",null,"砼墙长度\"l\"=",6.5,"m"]
["砼墙高度\"h7\"=",3.5,"m",null,"砼墙高度\"h7\"=",3.5,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":53.504000000000005,"d":"53.5"},"kN",null,"承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":21.401600000000002,"d":"21.4"},"kN"]
["桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN",null,"桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN"]
["柱重力 F6=γ2*A2*h6=",14,"kN",null,"柱重力 F6=γ2*A2*h6=",14,"kN"]
["砼墙重力 F7=γ2*b*l*h7=",0,"kN",null,"砼墙重力 F7=γ2*b*l*h7=",142.1875,"kN"]
["设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":655.028,"d":"655"},"kN",null,"设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":410.1349,"d":"410"},"kN"]
{"$rows_empty":10}
["中柱计算(1-B轴)",{"$nulls":3},"边柱计算(内角)"]
["基本数据：",{"$nulls":3},"基本数据："]
["计算柱网面积\"A\"=",34,"m^2",null,"计算柱网面积\"A\"=",32,"m^2"]
["水容重\"γ0\"=",9.8,"kN/m^3",null,"水容重\"γ0\"=",9.8,"kN/m^3"]
["土容重\"γ1\"=",20,"kN/m^3",null,"土容重\"γ1\"=",20,"kN/m^3"]
["钢筋砼容重\"γ2\"=",25,"kN/m^3",null,"钢筋砼容重\"γ2\"=",25,"kN/m^3"]
["抹灰层容重\"γ3\"=",20,"kN/m^3",null,"抹灰层容重\"γ3\"=",20,"kN/m^3"]
["计算埋深\"H\"=",4.05,"m",null,"计算埋深\"H\"=",4.05,"m"]
["顶板厚度\"h1\"=",0.15,"m",null,"顶板厚度\"h1\"=",0.15,"m"]
["底板厚度\"h2\"=",0.45,"m",null,"底板厚度\"h2\"=",0.45,"m"]
["抹灰厚度\"h3\"=",0.1,"m",null,"抹灰厚度\"h3\"=",0.1,"m"]
["覆土厚度\"h4\"=",0.8,"m",null,"覆土厚度\"h4\"=",0.8,"m"]
["承台面积 \"A1\"=",6.4,"m",null,"承台面积 \"A1\"=",{"v":2.56,"d":"2.6"},"m"]
["承台高度\"h5\"=",{"v":1,"d":"1.0"},"m",null,"承台高度\"h5\"=",{"v":1,"d":"1.0"},"m"]
["桩径\"d\"=",{"v":1,"d":"1.0"},"m",null,"桩径\"d\"=",{"v":1,"d":"1.0"},"m"]
["桩长\"L\"=",{"v":11,"d":"11.0"},"m",null,"桩长\"L\"=",{"v":11,"d":"11.0"},"m"]
["柱面积\"A2\"=",0.16,"m",null,"柱面积\"A2\"=",0.16,"m"]
["柱计算高度\"h6\"=",3.5,"m",null,"柱计算高度\"h6\"=",3.5,"m"]
["砼墙厚度\"b\"=",0.25,"m",null,"砼墙厚度\"b\"=",0.25,"m"]
["砼墙长度\"l\"=",{"v":0,"d":"0.0"},"m",null,"砼墙长度\"l\"=",6.5,"m"]
["砼墙高度\"h7\"=",3.5,"m",null,"砼墙高度\"h7\"=",3.5,"m"]
[]
["计算如下：",{"$nulls":3},"计算如下："]
["水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2",null,"水浮力 V0=1.2*γ0*H=",{"v":47.628,"d":"47.63"},"kN/m^2"]
["覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2",null,"覆土压力 F1=h4*(γ1-γ0)=",8.16,"kN/m^2"]
["砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2",null,"砼板重力 F2=γ2*(h1+h2)=",15,"kN/m^2"]
["抹灰重力 F3=20*h3=",2,"kN/m^2",null,"抹灰重力 F3=20*h3=",2,"kN/m^2"]
["承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":53.504000000000005,"d":"53.5"},"kN",null,"承台重力\nF4=(γ2-γ0)*A1*(h5-h2)=",{"v":21.401600000000002,"d":"21.4"},"kN"]
["桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN",null,"桩重力\nF5=(γ2-γ0)*d^2*0.785*L=",{"v":131.252,"d":"131.3"},"kN"]
["柱重力 F6=γ2*A2*h6=",14,"kN",null,"柱重力 F6=γ2*A2*h6=",14,"kN"]
["砼墙重力 F7=γ2*b*l*h7=",0,"kN",null,"砼墙重力 F7=γ2*b*l*h7=",142.1875,"kN"]
["设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":565.1560000000002,"d":"565"},"kN",null,"设计浮力  V\n=(V0-F1-F2-F3)*A-F4-F5-F6-F7=",{"v":410.1349,"d":"410"},"kN"]

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