基礎(chǔ)計(jì)算程序兼計(jì)算書(shū)

1、數(shù)據(jù)輸入地基承載力標(biāo)準(zhǔn)值fk(KNm2)220.00一層柱底荷載設(shè)計(jì)值N(KN)3381.20基礎(chǔ)寬度修正系數(shù)ηb0一層墻體荷載設(shè)計(jì)值Nq(KN)0.00基礎(chǔ)深度修正系數(shù)ηd1.1基底短邊方向力矩設(shè)計(jì)值MB(KNm)0.00基礎(chǔ)底面以下土的重度γ(KNm3)9.00基底長(zhǎng)邊方向力矩設(shè)計(jì)值ML(KNm)0.00基礎(chǔ)底面以上土的重度γ0(KNm3)13.00柱沿基礎(chǔ)短邊方向尺寸bC(mm)450.00基礎(chǔ)底面寬度b(m)3.00柱沿基礎(chǔ)長(zhǎng)邊

2、方向尺寸hC(mm)450.00基礎(chǔ)埋置深度d(m)1.90基礎(chǔ)長(zhǎng)短邊尺寸比LB1.00承載力修正用基礎(chǔ)埋置深度d(m)0.00混凝土強(qiáng)度等級(jí)C30基礎(chǔ)高度h(mm)900受力鋼筋強(qiáng)度設(shè)計(jì)值fy(Nmm2)300基礎(chǔ)邊緣高度h1(mm)300以下幾項(xiàng)當(dāng)存在下臥層時(shí)輸入基礎(chǔ)所在土層以下第一層土地基承載力標(biāo)準(zhǔn)值fkZ(KNm2)180深度修正系數(shù)ηdZ1.1頂面深度D1(m)4.9地基壓力擴(kuò)散角θ1()10基礎(chǔ)所在土層以下第二層土地基承載力

3、標(biāo)準(zhǔn)值fkZ(KNm2)140深度修正系數(shù)ηdZ1.1頂面深度D2(m)5.5地基壓力擴(kuò)散角θ2()10基礎(chǔ)所在土層以下第三層土地基承載力標(biāo)準(zhǔn)值fkZ(KNm2)140深度修正系數(shù)ηdZ1.1頂面深度D3(m)6.5地基壓力擴(kuò)散角θ3()10數(shù)據(jù)輸出一、常規(guī)數(shù)據(jù)混凝土抗拉設(shè)計(jì)值ft(Nmm2)1.43混凝土軸心抗壓設(shè)計(jì)值fc(Nmm2)14.3地基承載力設(shè)計(jì)值f0=fkηbγ(b3)ηdγ0(d0.5)(KNm2)212.85地基承載力

4、設(shè)計(jì)值取值f=MAX(f0，1.1fk)(KNm2)240.00二、基礎(chǔ)面積計(jì)算基礎(chǔ)頂面荷載設(shè)計(jì)值F=NNq(KN)3381.20基底面積估算A0=1.2F(f20d)(m2)20.09基礎(chǔ)短邊尺寸B=(A0(LB))12(m)4.50基礎(chǔ)短邊實(shí)際尺寸B(m)4.70基底短邊方向抵抗矩WB=BL26(m3)17.30基礎(chǔ)長(zhǎng)邊尺寸L=B(LB)(m)4.70基底長(zhǎng)邊方向抵抗矩WL=LB26(m3)17.30基礎(chǔ)底面積實(shí)際取值A(chǔ)=BL(m2

5、)22.09基礎(chǔ)底面平均壓力設(shè)計(jì)值p=FA20d(KNm2)191.06基礎(chǔ)底面邊緣最大壓力值pmax=pMBWBMLWL(KNm2)191.06基礎(chǔ)底面邊緣最小壓力值pmin=pMBBMLL(KNm2)191.06驗(yàn)算p≤f滿足驗(yàn)算(pmaxpmin)2≤f滿足驗(yàn)算pmax≤1.2f滿足驗(yàn)算pmin≥0滿足板中受力鋼筋相應(yīng)直徑和間距的面積（單位：mmmm2)909010010011011012012012512513013014014

6、08558.51502.65456.96418.88402.12386.66359.041010872.66785.40714.00654.50628.32604.15561.0012121256.641130.971028.16942.48904.78869.98807.8414141710.421539.381399.441282.821231.501184.141099.5616162234.022010.621827.84167

7、5.521608.501546.631436.1618182827.432544.692313.352120.582035.751957.451817.6420203490.663141.592855.992617.992513.272416.612243.9922224223.703801.333455.753167.773041.062924.102715.2325255454.154908.744462.494090.623926

8、.993775.953506.2428286841.696157.525597.755131.274926.024736.564398.2330307853.987068.586425.985890.495654.875437.375048.99注：以1米板帶計(jì)算1501501601601701701751751801801901902002008335.10314.16295.68287.23279.25264.56251.33101

9、0523.60490.87462.00448.80436.33413.37392.701212753.98706.86665.28646.27628.32595.25565.4914141026.25962.11905.52879.65855.21810.20769.6916161340.411256.641182.721148.931117.011058.221005.31181696.461590.431496.881454.111

10、413.721339.311272.35202094.401963.501848.001795.201745.331653.471570.80222534.222375.832236.072172.192111.852000.701900.66253272.493067.962887.492804.992727.082583.552454.37284105.013848.453622.073518.583420.853240.80307