轴地基基础计算书

地基基础设计报告书目录TOC\o"1-4"\h\z\u1.设计依据 -图12-1模型信息2.承载力计算结果图12-2无震最大反力图12-3有震最大反力图12-4软弱下卧层验算3.弯矩计算结果图12-5弯矩图4.配筋计算结果图12-6配筋图5.设计简图结果图12-7设计简图+++条基计算结果文件++++工程名称:++计算日期:2022-3-15++计算时间:16:58:12++计算内容:条基单独计算书+++***条形基础宽度计算***符号含义：NO:网格号LOAD:荷载组合号Q:单位长度线荷载PMAX:最大基底反力PMIN:最小基底反力P0:平均基底反力FA:修正后地基承载力特征值B:条基宽度NOLOADQ(KN/M)PMAX(KPA)PMIN(KPA)P0(KPA)FA(KPA)B(MM)341160.26320.99264.20292.591000.0600满足342130.70255.76230.90243.331000.0600满足343131.04278.01209.79243.901000.0600满足344139.39280.17235.45257.811000.0600满足345122.35253.61205.23229.421000.0600满足346160.15314.31270.53292.421000.0600满足347160.36327.66257.86292.761000.0600满足348151.27293.63261.59277.611000.0600满足349151.61315.88240.48278.181000.0600满足3410165.37328.96273.26301.111000.0600满足3411155.14313.02255.13284.071000.0600满足3412159.96318.04266.15292.101000.0600满足3413142.92291.48235.93263.701000.0600满足3414143.27318.84209.72264.281500.0600满足3415147.86359.67184.19271.931500.0600满足3416161.67324.73265.18294.951500.0600满足3417129.45274.63207.88241.251500.0600满足3418143.23320.76207.68264.221500.0600满足3419147.89361.90182.08271.991500.0600满足3420163.38330.15265.44297.791500.0600满足3421127.75272.36204.47238.411500.0600满足***条基尺寸***符号含义：B:选用条基宽度H:选用条基高度P0:基础底面处的平均净反力Rs:0.7*BH*FT*H*H0V:单位宽度剪力M:钢筋砼基础底板配筋计算时设计弯矩AS:计算配筋面积NOLOADB(MM)H(MM)P0(kN/m2)RS(kN)V(kN)M(kN.m)AS(mm2)实配3423600300378.3260.80.04.350.5C10@1503424600300390.9260.80.04.452.2C10@1503425600300294.5260.80.03.339.3C10@1503426600300298.9260.80.03.439.9C10@1503427600300339.2260.80.03.845.3C10@1503428600300254.2260.80.02.933.9C10@1503429600300377.0260.80.04.250.3C10@1503430600300379.6260.80.04.350.7C10@1503431600300351.6260.80.04.047.0C10@1503432600300356.0260.80.04.047.5C10@1503433600300403.8260.80.04.553.9C10@1503434600300352.8260.80.04.047.1C10@1503435600300396.4260.80.04.552.9C10@1503436600300311.3260.80.03.541.6C10@1503437600300246.8260.80.03.531.4C10@1503438600300274.7260.80.03.935.0C10@1503439600300324.6260.80.04.641.3C10@1503440600300197.5260.80.02.925.7C10@1503441600300246.5260.80.03.531.4C10@1503442600300275.1260.80.03.935.0C10@1503443600300331.3260.80.04.742.2C10@1503444600300191.7260.80.02.925.7C10@150荷载编号LOAD荷载组合公式1SATWE标准组合:1.00*恒+1.00*活2SATWE标准组合:1.00*恒+1.00*风x3SATWE标准组合:1.00*恒-1.00*风x4SATWE标准组合:1.00*恒+1.00*风y5SATWE标准组合:1.00*恒-1.00*风y6SATWE标准组合:1.00*恒+1.00*活+0.60*风x7SATWE标准组合:1.00*恒+1.00*活-0.60*风x8SATWE标准组合:1.00*恒+0.70*活+1.00*风x9SATWE标准组合:1.00*恒+0.70*活-1.00*风x10SATWE标准组合:1.00*恒+1.00*活+0.60*风y11SATWE标准组合:1.00*恒+1.00*活-0.60*风y12SATWE标准组合:1.00*恒+0.70*活+1.00*风y13SATWE标准组合:1.00*恒+0.70*活-1.00*风y14SATWE标准组合:1.00*恒+0.50*活+1.00*地x15SATWE标准组合:1.00*恒+0.50*活-1.00*地x16SATWE标准组合:1.00*恒+0.50*活+1.00*地y17SATWE标准组合:1.00*恒+0.50*活-1.00*地y18SATWE标准组合:1.00*恒+0.50*活+0.20*风x+1.00*地x19SATWE标准组合:1.00*恒+0.50*活-0.20*风x-1.00*地x20SATWE标准组合:1.00*恒+0.50*活+0.20*风y+1.00*地y21SATWE标准组合:1.00*恒+0.50*活-0.20*风y-1.00*地y22SATWE准永久组合:1.00*恒+0.50*活23SATWE基本组合:1.20*恒+1.40*活24SATWE基本组合:1.35*恒+0.98*活25SATWE基本组合:1.20*恒+1.40*风x26SATWE基本组合:1.20*恒-1.40*风x27SATWE基本组合:1.20*恒+1.40*风y28SATWE基本组合:1.20*恒-1.40*风y29SATWE基本组合:1.20*恒+1.40*活+0.84*风x30SATWE基本组合:1.20*恒+1.40*活-0.84*风x31SATWE基本组合:1.20*恒+0.98*活+1.40*风x32SATWE基本组合:1.20*恒+0.98*活-1.40*风x33SATWE基本组合:1.20*恒+1.40*