预应力张拉伸长量计算表.xls

预应力张拉伸长量计算表.xls

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N1N1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.7800.002670.997332337.3512.6811.410.8470.1400.025010.975302285.725.845.255.64800.008470.991562323.8339.8935.910.8470.1400.025010.975302285.725.845.251.7800.002670.997332337.3512.6811.41合计76.9369.24管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=195.3KN。

N2N2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.92800.002890.997112336.8313.7312.361.5470.2620.046830.954252236.3910.329.293.74100.005610.994402330.4926.5423.881.5470.2620.046830.954252236.3910.329.291.92800.002890.997112336.8313.7312.36合计74.6467.17管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=195.3KN。

N1N1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.40500.002110.997892338.6710.029.021.6560.2790.045770.955262238.7611.069.962.41700.003630.996382335.1217.2015.481.6560.2790.045770.955262238.7611.069.961.40500.002110.997892338.6710.029.02合计59.3653.42管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=195.3KN。

N2N2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.63800.002460.997552337.8511.6710.512.2390.3670.060170.941612206.7514.6413.173.30500.004960.995052332.0123.4721.122.2390.3670.060170.941612206.7514.6413.171.63800.002460.997552337.8511.6710.51合计76.0968.48管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=195.3KN。

30m30m箱箱梁梁张张拉拉引引伸伸量量计计算算书书F1-1F1-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量0.9100.001370.998643559.546.245.621.7450.1750.029670.970773455.4811.4510.316.73400.010100.989953420.7544.1939.771.7450.1750.029670.970773320.7511.019.914.52700.006790.993233298.2728.6925.821.7450.1750.029670.970773201.8510.619.5510.67800.016020.984113150.9764.3557.911.3960.1400.023740.976543077.068.187.376.41400.009620.990433047.6037.5033.75合计222.23200.01管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KNF2-1F2-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.71700.002580.997433555.2311.7510.581.7450.1750.029670.970773451.3011.4410.305.14600.007720.992313424.7633.8530.461.7450.1750.029670.970773324.6411.029.923.95100.005930.994093304.9925.1022.591.7450.1750.029670.970773208.3710.639.5714.03100.021050.979173141.5684.0975.681.3960.1400.023740.976543067.868.167.344.40200.006600.993423047.6725.7823.20合计221.83199.64管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

F3-1F3-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量4.04300.006060.993953542.8527.5324.781.3960.1400.025830.974503452.519.178.261.20900.001810.998193446.258.037.221.3960.1400.025830.974503358.378.928.035.500.008250.991783330.7835.1731.661.3960.1400.025830.974503245.858.627.7617.63800.026460.973893161.10106.0895.470.6110.0610.011300.988763125.573.663.292.64300.003960.996043113.2115.8314.25合计223.02200.72管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

B1-1B1-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量33.37100.050060.951182253.94206.72186.050.6110.0610.010380.989672230.662.612.351.74100.002610.997392224.847.466.71合计216.79195.11管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN。

T1-1T1-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1200.018000.98216895.1477.9970.19合计77.9970.19管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN30m30m箱箱梁梁张张拉拉引引伸伸量量计计算算书书F1-2F1-2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量0.9100.001370.998643559.546.245.621.7450.1750.029670.970773455.4811.4510.316.73400.010100.989953420.7544.1939.771.7450.1750.029670.970773320.7511.019.914.52700.006790.993233298.2728.6925.821.7450.1750.029670.970773201.8510.619.557.40300.011100.988963166.4944.9440.451.7450.1750.029670.970773073.9210.199.173.61700.005430.994593057.2921.2619.14合计188.58169.73管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KNF2-2F2-2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.71700.002580.997433555.2311.7510.581.7450.1750.029670.970773451.3011.4410.305.14600.007720.992313424.7633.8530.461.7450.1750.029670.970773324.6411.029.923.95100.005930.994093304.9925.1022.591.7450.1750.029670.970773208.3710.639.5710.12500.015190.984933160.0261.2255.101.7450.1750.029670.970773067.6310.179.152.23500.003350.996653057.3713.1511.84合计188.33169.50管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

F3-2F3-2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量4.04300.006060.993953542.8527.5324.781.3960.1400.023740.976543459.759.208.281.20900.001810.998193453.488.047.241.3960.1400.023740.976543372.478.978.075.500.008250.991783344.7635.3231.791.3960.1400.023740.976543266.318.697.8212.33200.018500.981673206.4475.5367.981.3960.1400.023740.976543131.238.337.501.45700.002190.997823124.398.777.89合计190.38171.34管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

B1-2B1-2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量3000.045000.956002265.37187.25168.52合计187.25168.52管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN。

T1-2T1-2钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1200.018000.98216895.1477.9970.19合计77.9970.19管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN30m30m箱箱梁梁张张拉拉引引伸伸量量计计算算书书F1-3F1-3钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量0.9100.001370.998643559.546.245.621.7450.1750.029670.970773455.4811.4510.316.73400.010100.989953420.7544.1939.771.7450.1750.029670.970773320.7511.019.914.52700.006790.993233298.2728.6925.821.7450.1750.029670.970773201.8510.619.557.40300.011100.988963166.4944.9440.451.7450.1750.029670.970773073.9210.199.173.61700.005430.994593057.2921.2619.14合计188.58169.73管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KNF2-3F2-3钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.71700.002580.997433555.2311.7510.581.7450.1750.029670.970773451.3011.4410.305.14600.007720.992313424.7633.8530.461.7450.1750.029670.970773324.6411.029.923.95100.005930.994093304.9925.1022.591.7450.1750.029670.970773208.3710.639.5710.12500.015190.984933160.0261.2255.101.7450.1750.029670.970773067.6310.179.152.23500.003350.996653057.3713.1511.84合计188.33169.50管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

F3-3F3-3钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量4.04300.006060.993953542.8527.5324.781.3960.1400.023740.976543459.759.208.281.20900.001810.998193453.488.047.241.3960.1400.023740.976543372.478.978.075.500.008250.991783344.7635.3231.791.3960.1400.023740.976543266.318.697.8212.33200.018500.981673206.4475.5367.981.3960.1400.023740.976543131.238.337.501.45700.002190.997823124.398.777.89合计190.38171.34管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

B1-3B1-3钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量3000.045000.956002265.37187.25168.52合计187.25168.52管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN。

T1-3T1-3钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1200.018000.98216895.1477.9970.19合计77.9970.19管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN30m30m箱箱梁梁张张拉拉引引伸伸量量计计算算书书F1-4F1-4钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量6.41400.009620.990433530.2743.4439.101.3960.1400.023740.976543447.469.178.2510.67800.016020.984113392.6969.2962.361.7450.1750.029670.970773293.5010.929.833.61700.005430.994593275.6822.7820.50合计155.60140.04管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KNF2-4F2-4钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量4.40200.006600.993423540.9429.9526.961.3960.1400.023740.976543457.889.208.2814.03100.021050.979173385.8790.6381.571.7450.1750.029670.970773286.8810.909.812.23500.003350.996653275.8814.0912.68合计154.77139.29管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

F3-4F3-4钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量2.64300.003960.996043550.3018.0516.250.6110.0610.011300.988763510.404.113.7017.63800.026460.973893418.74114.73103.251.3960.1400.025830.974503331.578.857.971.45700.002190.997823324.299.338.39合计155.07139.57管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

B1-4B1-4钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.74200.002610.997392363.4611.5910.430.6110.0610.011300.988762336.902.742.4621.37100.032060.968452263.1791.7782.59合计106.0995.48管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=182.28KN。

30m30m箱箱梁梁张张拉拉引引伸伸量量计计算算书书F1-1F1-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量0.9100.001370.998643559.546.245.621.7450.1750.029670.970773455.4811.4510.316.73400.010100.989953420.7544.1939.771.7450.1750.029670.970773320.7511.019.914.52700.006790.993233298.2728.6925.821.7450.1750.029670.970773201.8510.619.5510.67800.016020.984113150.9764.3557.911.3960.1400.023740.976543077.068.187.376.41400.009620.990433047.6037.5033.75合计222.23200.01管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KNF2-1F2-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量1.71700.002580.997433555.2311.7510.581.7450.1750.029670.970773451.3011.4410.305.14600.007720.992313424.7633.8530.461.7450.1750.029670.970773324.6411.029.923.95100.005930.994093304.9925.1022.591.7450.1750.029670.970773208.3710.639.5714.03100.021050.979173141.5684.0975.681.3960.1400.023740.976543067.868.167.344.40200.006600.993423047.6725.7823.20合计221.83199.64管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

F3-1F3-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量4.04300.006060.993953542.8527.5324.781.3960.1400.023740.976543459.759.208.281.20900.001810.998193453.488.047.241.3960.1400.023740.976543372.478.978.075.500.008250.991783344.7635.3231.791.3960.1400.023740.976543266.318.697.8217.63800.026460.973893181.02106.7596.070.6110.0610.010380.989673148.163.693.322.64300.003960.996043135.7015.9514.35合计224.14201.72管道摩擦系数=0.155,管道偏差系数k=0.0015,Ay=140mm2,Eg=195000Mpa,单根Pk=187.6KN。

B1-1B1-1钢钢绞绞线线理理论论伸伸长长量量计计算算表表线段L（m）（rad）kx+e-（kx+）终点力（KN）伸长值L（mm）扣除初始伸长量33.37100.050060.951182253.94206.72186.050.6110.0610.010380.98967