40m预应力箱梁张拉伸长值计算表

编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB2.6400.0039600.99604819530019452819491418.8BC0.5240.05235990.0138760.9862201945281918481931853.7CD3.93900.0059090.99410919184819071719128227.6编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB2.6500.0039750.99603319530019452519491218.9BC1.2220.1221730.0323760.9681421945251883281914108.6CD3.24500.0048680.99514418832818741418787022.3编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB2.84400.0042660.99574319530019446919488420.3BC2.7930.06981320.0216430.97859019446919030519237919.7CD2.80500.0042080.99580119030518950618990519.5编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB4.51600.0067740.99324919530019398219464032.2BC1.7450.08726650.0244340.97586219398218929919163112.2CD2.18900.0032840.99672218929918867918898915.2编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB2.84400.0042660.99574319530019446919488420.3BC2.7930.06981320.0216430.97859019446919030519237919.7CD2.88800.0043320.99567719030518948218989320.1预应力张拉伸长值计算表钢绞线线型分解示意图13m板N1束参数及伸长量计算13m板N2束参数及伸长量计算16m板N1束参数及伸长量计算（15o中跨）16m板N2束参数及伸长量计算（15o中跨）16m板N1束参数及伸长量计算（15o边跨）ABCD1编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB4.51600.0067740.99324919530019398219464032.2BC1.7450.08726650.0244340.97586219398218929919163112.2CD2.27200.0034080.99659818929918865518897715.7编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB2.84400.0042660.99574319530019446919488420.3BC2.7930.06981320.0216430.97859019446919030519237919.7CD2.75600.0041340.99587519030518952018991219.2编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB4.51600.0067740.99324919530019398219464032.2BC1.7450.08726650.0244340.97586219398218929919163112.2CD2.14000.0032100.99679518929918869318899614.8编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB2.84400.0042660.99574319530019446919488420.3BC2.7930.06981320.0216430.97859019446919030519237919.7CD2.86400.0042960.99571319030518948918989719.9编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB4.51600.0067740.99324919530019398219464032.2BC1.7450.08726650.0244340.97586219398218929919163112.2CD2.24800.0033720.99663418929918866218898015.6编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB1.67800.0025170.99748619530019480919505412.0BC1.3960.06981320.0195470.9806431948091910381929179.9CD7.52900.0112930.98877119103818889318996352.4编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)AB3.46500.0051980.99481619530019428819479324.7BC1.5710.15707960.0416260.95922819428818636619029911.0CD5.60400.0084050.99163018636618480618558538.120m板N1束参数及伸长量计算20m板N2束参数及伸长量计算16m板N1束参数及伸长量计算（30o中跨）16m板N2束参数及伸长量计算（30o中跨）16m板N1束参数及伸长量计算（30o边跨）16m板N2束参数及伸长量计算（30o边跨）16m板N2束参数及伸长量计算（15o边跨）单端总伸长量(mm)控制伸长量(mm)47.1～53.2单端总伸长量(mm)控制伸长量(mm)46.8～52.8单端总伸长量(mm)控制伸长量(mm)55.9～63.1单端总伸长量(mm)控制伸长量(mm)56.0～63.2单端总伸长量(mm)控制伸长量(mm)56.5～63.750.249.859.559.660.1预应力张拉伸长值计算表钢绞线线型分解示意图13m板N1束参数及伸长量计算13m板N2束参数及伸长量计算16m板N1束参数及伸长量计算（15o中跨）16m板N2束参数及伸长量计算（15o中跨）16m板N1束参数及伸长量计算（15o边跨）D2/1单端总伸长量(mm)控制伸长量(mm)56.6～63.8单端总伸长量(mm)控制伸长量(mm)55.6～62.7单端总伸长量(mm)控制伸长量(mm)55.7～62.8单端总伸长量(mm)控制伸长量(mm)56.3～63.5单端总伸长量(mm)控制伸长量(mm)56.4～63.6单端总伸长量(mm)控制伸长量(mm)69.8～78.7单端总伸长量(mm)控制伸长量(mm)69.3～78.260.074.273.820m板N1束参数及伸长量计算20m板N2束参数及伸长量计算59.316m板N1束参数及伸长量计算（30o中跨）16m板N2束参数及伸长量计算（30o中跨）16m板N1束参数及伸长量计算（30o边跨）60.259.216m板N2束参数及伸长量计算（30o边跨）59.916m板N2束参数及伸长量计算（15o边跨）附件（一）编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸长量(mm)控制伸长量(mm)AB10.46800.0157020.98442119530019225719377574.3101.2BC3.9270.087260.0277060.97267519225718700418961827.3～CD0.88500.0013280.9986731870041867561868806.1114.1编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸长量(mm)控制伸长量(mm)AB8.86200.0132930.98679519530019272119400863.0101.1BC3.9270.087260.0277060.97267519272118745519007627.3～CD2.50700.0037610.99624718745518675118710317.2114.0编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸长量(mm)控制伸长量(mm)AB7.25600.0108840.98917519530019318619424151.6100.9BC3.9270.087260.0277060.97267519318618790719053427.4～CD4.12900.0061940.99382618790718674718732628.3113.8编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸长量(mm)控制伸长量(mm)AB1.56600.0023490.99765419530019484219507111.2100.5BC0.7330.024430.0072070.9928191948421934431941415.2～CD12.90100.0193520.98083519344318973519158390.5113.4107.6107.5107.4106.9预应力张拉伸长值计算表钢绞线线型分解示意图30m板N1束参数及伸长量计算（中跨90°）30m板N2束参数及伸长量计算（中跨90°）30m板N3束参数及伸长量计算（中跨90°）30m板N4束参数及伸长量计算（中跨90°）ABCD2/1第5页，共15页附件（一）预应力张拉伸长值计算表钢绞线线型分解示意图ABCD2/1编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸长量(mm)控制伸长量(mm)AB2.84400.0042660.99574319530019446919488420.356.5BC2.7930.069810.0216430.97859019446919030519237919.7～CD2.88800.0043320.99567719030518948218989320.163.7编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸长量(mm)控制伸长量(mm)AB4.51600.0067740.99324919530019398219464032.256.6BC1.7450.087270.0244340.97586219398218929919163112.2～CD2.27200.0034080.99659818929918865518897715.763.8编号x(m)θ(rad)kx+μθe-(kx+μθ)起点力Pq(N)终点力Pz(N)平均力Pp(N)分段伸长量(mm)单端总伸