盖梁预应力张拉计算书-实际参数0.16(终)

0.16 0.00150.0.7.6491279.5651271.9171275.73727.0第5段曲线0.723100.160.07230.00150.0.15.9921271.9171255.9251263.9044.8第6段直线1.7375 0.16 0.00150.0.3.2691255.9251252.6561254.29011.5总长8.1995弹性模量:Mpa单端伸长量合计(mm)58.8两端伸长量合计(mm)117.6注:表中伸长量包含实际工作长度段的伸长量,实际工作长度段的伸长量为7.2mm。表1.3-3W1~W6、W24~W28、E1~E5、E35盖梁N1预应力钢绞线伸长量计算表分段线形实际长度x曲线半径摩阻系数υ角度θ影响系数κ(kx+μθ)1-e-(kx+μθ)本段摩阻损失本段张拉端应力本段终点应力平均张拉应力伸长量mm第1段直线0.521302.0003.6第2段直线1.441 0.16 0.00150.0.2.8111302.0001299.1891300.5949.9第3段曲线0.416100.160.04160.00150.007280.9.4241299.1891289.7651294.4712.8第4段直线3.733 0.16 0.00150.0.7.2021289.7651282.5631286.16125.4第5段曲线0.216100.160.02160.00150.003780.4.8391282.5631277.7241280.1421.5第6段直线2.3915 0.16 0.00150.0.4.5751277.7241273.1491275.43516.1总长8.1975弹性模量:Mpa单端伸长量合计(mm)59.3两端伸长量合计(mm)118.6注:表中伸长量包含实际工作长度段的伸长量,实际工作长度段的伸长量为7.2mm。