水泥搅拌桩计算设计计算：机具条件：桩长范围土层名称0.5130L=142400.196253501.57420056参数取值：：0.30.50.31200.20212766212011.775117...
0.450.500.550.600.650.700.750.4560750.50675075000.557425825090750.60810090009900108000.65877597501072511700126750.7094501050011550...
吊车梁计算a1P1+2P2a060002.482.48300030003500350050036.8362436.83624110.5087833.3333224.254.252.5751252.5751257305.129h300102001038...
吊车梁计算a1P1+2P2a060003.767.3250030003000350050055.84849108.4292272.7071090.414245964.951011.52.472124.7382310748.37h30012200124...
垫层计算1.8m1.4m2.9m2.9m28度18kn/m3100kpa2199.02—197.2=1.82不满足155.13—197.2=-42.07满足要求换填材料粉质粘土，粉煤灰灰土z/b0.252...
地形测量计算全表（全正旋）搅拌站测站名称方向点名称测站点坐标机高杆高斜距角度（度分秒）后视点坐标所测点之坐标所测点特征xyz天顶角水...
边柱计算基本数据：基本数据：51.6kN/m^224kN/m^29.8kN/m^39.8kN/m^320kN/m^320kN/m^325kN/m^325kN/m^320kN/m^320kN/m^34.05m4.05m0.15m0.1...
点名备注XYΔXΔYXYB3193.8394701.851543713201.123A80471128047133012.1274788.054552426180.223-0.0010.001102.319148.36200412225440222...
名称符号数据土内摩擦角（度）φ130γ119石膏内摩擦角（度）φ240γ214.5ψc1a0.25b0.8c1.45d2.35e0.5f0.5h12h25.58.5顶面活荷考虑高度（换...
单桩承载力计算~~~~~~~~桩长34.5mC3015桩径0.55m桩顶绝对标高1.62桩顶相对标高-3.330.237659桩周长1.727825土层土层重度压缩模量fs(KPa)fp(...
n=2bp=0.4hc=0.7bc=0.4F=3261G=100.0My=15x10=0.90x20=2.97xi0=1.94Nix=2556.5x1=0.55My=1406.1h=1800fcm=16.5fy=310b=1000h=1800as=65h0=1...
控制网边长及高差计算表工程名称：日期：年月日边长序号N001~n002234.56901212.0234.5585###6.3234.5585117.2792-0.8287-828.715.4-0.4143~...
数据输入280.003.50150.000.504280300混凝土强度等级C302.0E+052.10.7数据输出一、常规数据0.88114.31.001.001.882.015.113.0E+040.39171.2...
约束边缘构件配箍特征值计算项目二级0.20.20.20.25hw0.20hw0.20hw0.25hw0.20hw0.20hw一级钢筋约束边缘构件配箍特征值计算混凝土标号fc157.2...
钢筋和混凝土指标混凝土强度及弹性模量C25强度类型C20C2516.7(N/mm2)fckN/mm213.416.71.78(N/mm2)ftkN/mm21.541.7811.9(N/mm2)fcN/mm29.611...
双向板楼盖梁板尺寸长边梁300(mm)600(mm)3.900(m)35(mm)565(mm)3.600(m)3.900(m)短边梁300(mm)1000(mm)3.000(m)35(mm)965(mm)2.700(m)3.000...
钢筋和混凝土指标混凝土强度及弹性模量C30强度类型14.3(N/mm2)fcN/mm21.43(N/mm2)ftN/mm230000(N/mm2)EcN/mm2HRB400强度类型360(N/mm2)fyN/...
水电站厂房第一节几种水头的计算(1)Hmax=Z蓄—Z单机满出力时下游水位Hr=Z蓄—Z全机满出力时下游水位Hmin=Z底—Z全机满出力时下游水位一、Hm...
HAIBO-6.SJ******PK11.EXE******DATA:5/25/2007-------总信息--------节点总数=27柱子总数=22梁数=14是否规则框架=20600支座约束数=5标准截...
