终张计算全部

后张梁22.5m终张拉理论伸长值计算表,,,,,,,,,,,,,,,,,,,,,,,,,,

"钢铰线

束号",段号,"线

形","孔道

长度

（x/m）","竖曲线

半径

（m）","平弯

角度

(o)","竖弯

角度

(o)","摩擦角度

(o)","摩擦角弧度

（θ＝rad）","孔道摩擦

系数μ","孔道偏差

系数κ","孔道计算

长度х

(m)",μθ＋κх,е－（μθ＋κх）,"钢铰线弹性

模量

（GPa）","终张拉

应力

（MPa）","计算截面

张拉应力PP

（MPa）","平均张拉

应力

（MPa）","工作锚厚度

（m）","限位板有效厚度

（m）","千斤顶有效长度

（m）","工具锚厚度

（m）","分段

计算长度

(cm)","分段

伸长值

Δι/2

(mm)","总伸长值Δι

(mm)",20%σ终con~σ终计算伸长值,误差

N1,工作段长度,,0.65,,,,,,,,,,,195.0,1385.11,1385.11,1385.11,,,,,65.00,4.62,153.5,154.9,

,1,直,7.17,,0,0,0,0,0.25,0.003,7.1700,0.02151,0.978719690,195.0,1385.11,1274.30,1288.15,,,,,717.00,47.36,,,

,2,曲,2.37,20,0,6.8,6.8,0.118682389,0.25,0.003,2.3700,0.036780597,0.963887592,195.0,1274.30,1228.28,1251.29,,,,,237.00,15.21,,,

,3,直,1.52,,0,0,0,0,0.25,0.003,1.5200,0.00456,0.995450381,195.0,1228.28,1222.69,1225.49,,,,,152.00,9.55,,,

N2,工作段长度,,0.65,,,,,,,,,,,195.0,1385.11,1385.11,1385.11,,,,,60.00,4.26,152.2,154.9,

,1,直,6.24,,0,0,0,0,0.25,0.003,6.2400,0.01872,0.981454131,195.0,1385.11,1277.86,1289.93,,,,,624.00,41.28,,,

,2,曲,2.21,20,0,6.33,6.33,0.110479342,0.25,0.003,2.2100,0.034249835,0.966330051,195.0,1277.86,1234.83,1256.35,,,,,221.00,14.24,,,

,3,直,2.59,,0,0,0,0,0.25,0.003,2.5900,0.00777,0.992260108,195.0,1234.83,1225.27,1230.05,,,,,259.00,16.34,,,

N3,工作段长度,,0.65,,,,,,,,,,,195.0,1385.11,1385.11,1385.11,,,,,60.00,4.26,152.0,154.7,

,1,直,5.334,,0,0,0,0,0.25,0.003,5.3340,0.016002,0.984125352,195.0,1385.11,1281.33,1291.67,,,,,533.40,35.33,,,

,2,曲,1.99,20,0,5.71,5.71,0.0996583,0.25,0.003,1.9900,0.030884575,0.969587481,195.0,1281.33,1242.36,1261.85,,,,,199.00,12.88,,,

,3,直,3.71,,0,0,0,0,0.25,0.003,3.7100,0.01113,0.988931709,195.0,1242.36,1228.61,1235.49,,,,,371.00,23.51,,,

计算：复核：审批：日期：,,,,,,,,,,,,,,,,,,,,,,,,,,

后张梁20%σ终con22.5m终张拉理论伸长值计算表,,,,,,,,,,,,,,,,,,,,,,,,,,

"钢铰线

束号",段号,"线

形","孔道

长度

（x/m）","竖曲线

半径

（m）","平弯

角度

(o)","竖弯

角度

(o)","摩擦角度

(o)","摩擦角弧度

（θ＝rad）","孔道摩擦

系数μ","孔道偏差

系数κ","孔道计算

长度х

(m)",μθ＋κх,е－（μθ＋κх）,"钢铰线弹性

模量

（GPa）","终张拉

应力

（MPa）","计算截面

张拉应力PP

（MPa）","平均张拉

应力

（MPa）","工作锚厚度

（m）","限位板有效厚度

（m）","千斤顶有效长度

（m）","工具锚厚度

（m）","分段

计算长度

(cm)","分段

伸长值

Δι/2

(mm)","总伸长值Δι

(mm)",20%σ终con~σ终计算伸长值,

N1,工作段长度,,0.65,,,,,,,,,,,195.0,276.60,276.60,276.60,,,,,65.00,0.92,30.7,154.9,

,1,直,7.17,,0,0,0,0,0.25,0.003,7.1700,0.02151,0.978719690,195.0,276.60,254.47,257.24,,,,,717.00,9.46,,,

,2,曲,2.37,20,0,6.8,6.8,0.118682389,0.25,0.003,2.3700,0.036780597,0.963887592,195.0,254.47,245.28,249.88,,,,,237.00,3.04,,,

,3,直,1.52,,0,0,0,0,0.25,0.003,1.5200,0.00456,0.995450381,195.0,245.28,244.16,244.72,,,,,152.00,1.91,,,

N2,工作段长度,,0.65,,,,,,,,,,,195.0,276.60,276.60,276.60,,,,,65.00,0.92,30.5,154.9,

,1,直,6.24,,0,0,0,0,0.25,0.003,6.2400,0.01872,0.981454131,195.0,276.60,255.18,257.59,,,,,624.00,8.24,,,

,2,曲,2.21,20,0,6.33,6.33,0.110479342,0.25,0.003,2.2100,0.034249835,0.966330051,195.0,255.18,246.59,250.89,,,,,221.00,2.84,,,

,3,直,2.59,,0,0,0,0,0.25,0.003,2.5900,0.00777,0.992260108,195.0,246.59,244.68,245.64,,,,,259.00,3.26,,,

N3,工作段长度,,0.65,,,,,,,,,,,195.0,276.60,276.60,276.60,,,,,65.00,0.92,30.5,154.7,

,1,直,5.334,,0,0,0,0,0.25,0.003,5.3340,0.016002,0.984125352,195.0,276.60,255.88,257.94,,,,,533.40,7.06,,,

,2,曲,1.99,20,0,5.71,5.71,0.0996583,0.25,0.003,1.9900,0.030884575,0.969587481,195.0,255.88,248.10,251.99,,,,,199.00,2.57,,,

,3,直,3.71,,0,0,0,0,0.25,0.003,3.7100,0.01113,0.988931709,195.0,248.10,24