不计算受压区预应力钢筋=3626374.7612=481.47016095=1275=2.116E+01=1395.90不出现裂缝Bs=0.85*Ec*I0=1.243E+15允许裂缝=1.731465E+15=1.14...
神机妙算工程造价软件省级总经销提供1390731277013907312770规格单重管长度总重规格单重Kg/mmTKg/m100.82100282.000.00100.87151.260.000.0...
平曲线要素计算交点号交点坐标XYRLh1Lh2A1A2q1q2LY2E0190486.747663115.077901191525.186963703.15151193.39-15.4942641000000.0000.000002...
工字型截面性质计算150(mm)300(mm)6(mm)8(mm)4104(mm)62624352(mm2)4505112(mm2)123.53(mm)33.13(mm)417495.68(mm3)60068.16(mm3)150.00(kN...
bhtwtAIxIyj(x)NM例250600812106086.46E+083.13E+07246.791215011871.5026工字型截面性质计翼缘宽－mm柱高－mm腹板厚－mm翼缘厚－mm截面面...
第1页，共9页工程量计算表序号工程项目工程量计算式单位工程量合计1征地、拆迁补偿款45000#VALUE!2#VALUE!公园广场105*51*1#VALUE!小停车场...
非公共建筑当量аk流量计算流量管径21.050.00500.3070.307DN150.500.000DN200.260.000DN250.160.000DN320.090.000DN400.070.000DN500.040.0...
非公共建筑当量аk流量计算流量管径21.050.00500.3071.082DN151.761510.775DN200.930.000DN250.570.000DN320.320.000DN400.240.000DN500.14...
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...
