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后張梁22.5m終張拉理論伸長(zhǎng)值計(jì)算表,,,,,,,,,,,,,,,,,,,,,,,,,,
"鋼鉸線
束號(hào)",段號(hào),"線
形","孔道
長(zhǎng)度
(x/m)","豎曲線
半徑
(m)","平彎
角度
(o)","豎彎
角度
(o)","摩擦角度
(o)","摩擦角弧度
(θ=rad)","孔道摩擦
系數(shù)μ","孔道偏差
系數(shù)κ","孔道計(jì)算
長(zhǎng)度х
(m)",μθ+κх,е-(μθ+κх),"鋼鉸線彈性
模量
(GPa)","終張拉
應(yīng)力
(MPa)","計(jì)算截面
張拉應(yīng)力PP
(MPa)","平均張拉
應(yīng)力
(MPa)","工作錨厚度
(m)","限位板有效厚度
(m)","千斤頂有效長(zhǎng)度
(m)","工具錨厚度
(m)","分段
計(jì)算長(zhǎng)度
(cm)","分段
伸長(zhǎng)值
Δι/2
(mm)","總伸長(zhǎng)值Δι
(mm)",20%σ終con~σ終計(jì)算伸長(zhǎng)值,誤差
N1,工作段長(zhǎng)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,工作段長(zhǎng)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,工作段長(zhǎng)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,,,
計(jì)算:復(fù)核:審批:日期:,,,,,,,,,,,,,,,,,,,,,,,,,,
后張梁20%σ終con22.5m終張拉理論伸長(zhǎng)值計(jì)算表,,,,,,,,,,,,,,,,,,,,,,,,,,
"鋼鉸線
束號(hào)",段號(hào),"線
形","孔道
長(zhǎng)度
(x/m)","豎曲線
半徑
(m)","平彎
角度
(o)","豎彎
角度
(o)","摩擦角度
(o)","摩擦角弧度
(θ=rad)","孔道摩擦
系數(shù)μ","孔道偏差
系數(shù)κ","孔道計(jì)算
長(zhǎng)度х
(m)",μθ+κх,е-(μθ+κх),"鋼鉸線彈性
模量
(GPa)","終張拉
應(yīng)力
(MPa)","計(jì)算截面
張拉應(yīng)力PP
(MPa)","平均張拉
應(yīng)力
(MPa)","工作錨厚度
(m)","限位板有效厚度
(m)","千斤頂有效長(zhǎng)度
(m)","工具錨厚度
(m)","分段
計(jì)算長(zhǎng)度
(cm)","分段
伸長(zhǎng)值
Δι/2
(mm)","總伸長(zhǎng)值Δι
(mm)",20%σ終con~σ終計(jì)算伸長(zhǎng)值,
N1,工作段長(zhǎng)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,工作段長(zhǎng)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,工作段長(zhǎng)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
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