墩基础计算(站房)

基础轴号计算书节点号Mmin230.41Mmin129.81Mmin149.04MminN(Fk)165.13N(Fk)210.8N(Fk)172.77N(Fk)V59.29V26.73V33.07V室内外高差(m)埋深H(m)墩身直径d(m)扩底直径D(m)扩底高度h(m)墩身高度h(m)(5)扩底面积A(m2)扩底抵抗矩W(m3)基础自重Gk(KN)偏心距e(m)([e])[e]=D/6(m)基底最大应力Pkmax(Kpa)1.2fa基底最小应力Pkmin(Kpa)(0)地勘地基承载力特征值fak(Kpa)修正后地基承载力特征值fa(Kpa)1.2fa(Kpa)基础类型计算书节点号柱底轴力恒+活组合N(KN)柱底轴力标准值Fk(KN)室内外高差(m)埋深H(m)墩身直径d(m)扩底直径D(m)扩底高度h(m)467.6595.68561.12561.12561.12工程名称：油缸机加生活区人工挖孔墩基础计算书说明：白色空格为需输入数据410410410410496.4467.6467.6工程名称：油缸机加车间人工挖孔墩基础计算书22柱底内力标准组合A231.24262.41.81.81.81.21.21.2415.9872415.9872415.98721.356481.356481.35648251.41.21.22.62.42.4说明：白色空格为需输入数据544BCD24274.71636190.40.40.4234.316879240.0825372278.38018991.7246455.30660.4333333334.52164.52164.52160.3076826520.207103783583.7267.51934456142.9244515220.337314235.2172977120.2531434010.2889618960.80.80.80.855550.20.40.60.611.21.41.423242526234110005606408007008001.51.51.51.51.51.51.51.5350280墩身高度h(m)(5)扩底面积A(m2)基础自重Gk(KN)基底反力P(Kpa)fa地勘地基承载力特征值fak(Kpa)修正后地基承载力特征值fa(Kpa)基础轴号计算书节点号Mmin230.41Mmin129.81Mmin149.04MminN(Fk)165.13N(Fk)210.8N(Fk)172.77N(Fk)V59.29V26.73V33.07V室内外高差(m)埋深H(m)基础底宽b(纵向)(m)基础底高h(横向)(m)扩底面积A(m2)扩底抵抗矩W(m3)基础自重Gk(KN)偏心距e(m)([e])[e]=h/6(m)基底最大应力Pkmax(Kpa)1.2fa基底最小应力Pkmin(Kpa)(0)地勘地基承载力特征值fak(Kpa)修正后地基承载力特征值fa(Kpa)1.2fa(Kpa)578.4578.4578.4578.448248248248241041041041018.2986328110.380555560.9841597810.415625153.3044922226.7305556206.273416203.40520830.5333333330.3333333330.3666666670.40.4195909890.3041471420.3631844430.361030458216237.62883843.4133333331.21.4521.923.63.964.86.43.222.22.421.81.823232425261.5柱底内力标准组合3331.51.51.5工程名称：油缸机加车间独立基础计算书说明：白色空格为需输入数据ABCD0.7851.13041.53861.53863.63.43.43.8466.6878981605.3998585525.9625634629.9532042124.344169.24686.35410496.4496.4496.4496.4410410410169.246185.27Mmax238.26225.17N(Fk)159.2340.46V60.49467.6525.2561.12630.24工程名称：油缸机加生活区人工挖孔墩基础计算书说明：白色空格为需输入数据410410工程名称：油缸机加车间人工挖孔墩基础计算书E1.21.241.427263.62.62.41.51.81.2415.9872732.31081.356480.433333333说明：白色空格为需输入数据6D0.4278.38018995.30664.52161.72464529.855860195.217297712306.15620030.2889618960.26724520150.80.851.60.60.81.4526274100012008009601.51.51.5185.27Mmax238.26225.17N(Fk)159.2340.46V60.49482578.4578.448215.0769531341041010.4156250.533333333203.4052083154.68242190.43840.3610304580.4385987522886.41.923.4133333334.822.43.223326271.51.5工程名称：油缸机加车间独立基础计算书说明：白色空格为需输入数据DE3.21.53862.00963.4221.056629.9532042587.7070064496.4496.4410410169.246基础轴号计算书节点号Mmin1Mmax1MminMminN(Fk)307N(Fk)457N(Fk)N(Fk)V1V24.8VV室内与地面高差(m)埋深H(m)墩身直径d(m)扩底直径D(m)扩底高度h(m)墩身高度h(m)(5m)扩底面积A(m2)扩底抵抗矩W(m3)基础自重Gk(KN)偏心距e(m)([e])[e]=D/6(m)基底最大应力Pkmax(Kpa)1.2fa基底最小应力Pkmin(Kpa)(0)地勘地基承载力特征值fak(Kpa)修正后地基承载力特征值fa(Kpa)1.2fa(Kpa)基础类型计算书节点号柱底轴力恒+活组合N(KN)柱底轴力标准值Fk(KN)室内外高差(m)埋深H(m)墩身直径d(m)395.712395.712-17.28-17.28工程名称：压缩机房人工挖孔墩基础计算书ABCD说明：柱底内力标准组合=柱底内力设计组合/1.300.3柱底内力标准组合660.90.9KD1KD2KD40.30.50.9001.41.81.53862.5434004.54.1-1-1212.3268350.9892000.2692550.572265000.3000.001925570.00123764#DIV/0!#DIV/0!0.233333333341.2459936319.4281845#DIV/0!#DIV/0!333.8180907315.9333001#DIV/0!#DIV/0!说明：白色空格为需输入数据12340框架柱225261800框架柱1329.76329.76-14.4-14.41800扩底直径D(m)扩底高度h(m)墩身高度h(m)(5)扩底面积A(m2)基础自重Gk(KN)基底反力P(Kpa)fa地勘地基承载力特征值fak(Kpa)修正后地基承载力特征值fa(Kpa)0-2.1-2.1-1-10#DIV/0!#DIV/0!#DIV/0!0000-14.4#DIV/0!000000-14.4-14.4-14.400As2147a0.2N211660234714.8Nne61579310.121