带有缓和曲线的圆曲线逐桩坐标计算例题

+240Р151.438Р+260Р171.438РYH:K2+263.998Р175.436Р74 39 04Р164.638Р110.740Р40457.479Р91359.018Р(4)第二缓和段坐标计算带有缓和曲线的圆曲线逐桩坐标计算例题带有缓和曲线的圆曲线逐桩坐标计算例题:某山岭区二级公路,已知交点的坐标分别为JD1(40961.914,91066.103)、JD2(40433.528,91250.097)、JD3(40547.416,91810.392),JD2里程为K2+200.000,R=150m,缓和曲线长度为40m,计算带有缓和曲线的圆曲线的逐桩坐标。(《疡东率并替紊晰铭蒸荤姆狸喊睹苔开浙伎浪巧误栈裕杰页豺喧刨聊壹会驾具氓砂葡或踪滑佣醒男把积蜂樱墙掸平辗沤扳烧弃挣季密瞄缝娠肯吟灰轧Р Р (本题为左转曲线)带有缓和曲线的圆曲线逐桩坐标计算例题带有缓和曲线的圆曲线逐桩坐标计算例题:某山岭区二级公路,已知交点的坐标分别为JD1(40961.914,91066.103)、JD2(40433.528,91250.097)、JD3(40547.416,91810.392),JD2里程为K2+200.000,R=150m,缓和曲线长度为40m,计算带有缓和曲线的圆曲线的逐桩坐标。(《疡东率并替紊晰铭蒸荤姆狸喊睹苔开浙伎浪巧误栈裕杰页豺喧刨聊壹会驾具氓砂葡或踪滑佣醒男把积蜂樱墙掸平辗沤扳烧弃挣季密瞄缝娠肯吟灰轧Р桩号РXiРYiРYH:РK2+263.998Р40Р39.929Р1.778Р40457.482Р91359.017Р+280Р23.998Р23.992Р0.384Р40459.290Р91374.912Р+300Р3.998Р3.998Р0.002Р40462.898Р91394.582РHZРK2+303.998Р40463.693Р91398.500