巴中→达州第1段第2段第3段第4段第5段第6段第7段第8段第9段第10段第11段第12段第13段第14段第15段（1/2)总长设计伸长量（mm)有效工作长度直线线形直线曲线直线曲线直线曲线直线曲线直线曲线直线曲线直线曲线直线实际长度x6.6334541.243553.1395391.2915744.3360496.0627213.3188481.1335145.1786581.7865291.3670998.7843464.0103191.727213.534130553.54754053270.7误差（计算-设计）（mm)0.17-1.2403755650.00150.0010510251010251010曲线半径摩阻系数υ0.170.170.170.170.170.170.170.170.170.170.170.170.170.170.170.1727210.35137380.17865290.11335140.24250880.12915740.124355角度θ影响 系数κ0.00150.00150.00150.00150.00150.00150.00150.00150.00150.00150.00150.00150.00150.00150.0015(kx+μθ)1-e-(kx+μθ)本段摩阻损失本段张拉端应力1339.2本段终点应力平均张拉应力0.00995020.009900813.259207241325.94081332.55941310.8050.02300570.022743130.155953891325.9407931295.78480.00470930.00469826.0879043951295.7848391289.69691292.73850.02389410.023610930.450924261289.6969341259.2461274.410840.00650410.0064838.1636513321259.246011251.08241255.159760.05032060.049075561.397462081251.0823591189.68491220.126180.00497830.00496595.9078573491189.6848971183.7771186.728520.020970.0077680.020751724.56534721183.7770391159.21171171.451440.00773798.9698573831159.2116921150.24181154.720960.03305080.032510637.395025811150.2418351112.84681131.441330.00205060.00204852.2797193891112.8468091110.56711111.706560.07291010.070315678.09015671110.567091032.47691071.047590.00601550.00599746.1921995981032.4769331026.28471029.377730.03195340.031448332.274879321026.284733994.009851010.061350.00530120.00528725.255498293弹性模量：195000Mpa单端伸长量合计（mm）0.00104941.405422024325.75962441339.2小计994.009854988.75436991.3797831337.79461338.49717伸长量(mm)45.330623068.35923877820.813348368.44100464627.9099190837.9347927620.19780296.80952105430.6661790910.365911527.79391244248.2484749421.169913158.94660549517.96751553320.95476284.804861622
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