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曲线桥梁垫石计算
曲线桥E值折线法算垫石中心
X 坐 标 Y 坐 标 3486738.866 495555.328 2.505415 0.935 S0-1 3486738.866 495555.328 2.505415 4.076 S0-2 3486738.866 495555.328 2.505415 0.935 S0-3 3486738.866 495555.328 2.505415 4.076 S0-4 3486738.866 495555.328 2.505415 0.935 S01-1 3486738.866 495555.328 2.505415 4.076 S01-2 3486712.506 495574.798 2.517164 0.946 S01-3 3486712.506 495574.798 2.517164 4.088 S01-4 3486712.506 495574.798 2.517164 0.946 S0
曲线桥计算
X Y 1 DK103+734.9649- 2.394 3714488.071 523707.775 2 DK103+734.96492.406 3714483.558 523709.4084 3 DK103+736.9649- 2.394 3714488.752 523709.6556 4 DK103+736.96492.406 3714484.239 523711.289 5 DK103+735.96490.006 3714486.155 523709.532 6 DK103+735.96490.006 3714486.155 523709.532 7 DK103+735.96490.006 3714486.155 523709.532 8 DK103+735.96490.006 3714486.155 523709.532 9 DK103+735.96490.006 3714486.