现浇箱梁张拉伸长量计算表VIP专享

部位分段P（N）x（m）θ （rad）kx+μ θe-(kx+μ θ ) Pp（N）Ay△L（m）伸长量（m）至曲线起点段1874883.92800.0058920.99412533186936.6182140 0.026曲线段186936.6181.1480.12051850.031851620.96865032183990.7378140 0.008直线段183990.73810.7300.0160950.98403384182517.8625140 0.071曲线段182517.8621.4920.14976650.039679630.96109732178944.04741400.01直线段178944.0474.01600.0060240.99399411178406.0289140 0.026曲线段178406.0291.4920.14976650.039679630.96109732174912.7261140 0.009直线段174912.7263.763 00.00564450.9943714174419.8892140 0.024曲线段174419.8890.9720.14976650.038899630.96184727171070.9054140 0.006直线段171070.9057.5300.0112950.98876856170108.2959140 0.046曲线段170108.2960.9720.14976650.038899630.96184727166842.0977140 0.006直线段166842.0981.18200.0017730.99822857166694.1675140 0.007至曲线起点段1874883.508 00.0052620.99475182186995.4577140 0.024曲线段186995.4581.2490.12302110.032628770.96789783183977.5318140 0.008直线段183977.53210.613 00.01591950.98420656182520.73491400.07曲线段182520.7351.4920.14976650.039679630.96109732178946.86361400.01直线段178946.8644.01600.0060240.99399411178408.8366140 0.026曲线段178408.8371.4920.14976650.039679630.96109732174915.4788140 0.009直线段174915.4793.763 00.00564450.9943714174422.6341140 0.024曲线段174422.6340.9720.14976650.038899630.96184727171073.5977140 0.006直线段171073.5987.5300.0112950.98876856170110.973140 0.046曲线段170110.9730.9720.14976650.038899630.96184727166844.7234140 0.006直线段166844.7231.18200.0017730.99822857166696.7909140 0.007至曲线起点段1874883.92800.0058920.99412533186936.6182140 0.026曲线段186936.6181.1480.12051850.031851620.96865032183990.7378140 0.008直线段183990.73810.769 00.01615350.98397628182512.5383140 0.071曲线段182512.5381.4920.14976650.039679630.96109732178938.82741400.01直线段178938.8274.01600.0060240.99399411178400.8246140 0.026曲线段178400.8251.4920.14976650.039679630.96109732174907.6237140 0.009直线段174907.6243.763 00.00564450.9943714174414.8012140 0.0240.2391...