本文主要是介绍RationalDMIS 2020 平行平面，希望对大家解决编程问题提供一定的参考价值，需要的开发者们随着小编来一起学习吧！
(1)平行平面元素属性中显示中分平面的坐标，MidX/MidY/Midz；
F(PLN3)=FEAT/PLANE,CART,19.0500,165.1000,-3.1750,-0.0000,-1.0000,0.0000
F(PLN4)=FEAT/PLANE,CART,6.3500,139.7000,-3.1750,0.0000,1.0000,-0.0000
F(PAPN_PLN3_PLN4) = FEAT/PARPLN,F(PLN3),F(PLN4)
SNSET/APPRCH, 2.0000
SNSET/RETRCT, 2.0000
SNSET/DEPTH, 1
SNSET/SEARCH, 10.0000
SNSET/CLRSRF, FA(基准A), 20.0000
$$ Measurement points are created through nominal points
$$ CALL/M(EASI_CLEARPLN_GOTO), 1, 24.3154, 210.1850, 20.4999
MEAS/PARPLN, F(PAPN_PLN3_PLN4), 8GOTO/CART, 24.3154, 210.1850, 20.4999GOTO/CART, 1.0000, 162.6001, 20.4999PTMEAS/CART, 1.0000, 165.1000, -1.0000, -0.0000, -1.0000, -0.0000PTMEAS/CART, 24.4000, 165.1000, -1.0000, -0.0000, -1.0000, -0.0000PTMEAS/CART, 24.4000, 165.1000, -5.3500, -0.0000, -1.0000, -0.0000PTMEAS/CART, 1.0000, 165.1000, -5.3500, -0.0000, -1.0000, -0.0000PTMEAS/CART, 24.4000, 139.7000, -5.3500, 0.0000, 1.0000, 0.0000PTMEAS/CART, 1.0000, 139.7000, -5.3500, 0.0000, 1.0000, 0.0000PTMEAS/CART, 1.0000, 139.7000, -1.0000, 0.0000, 1.0000, 0.0000PTMEAS/CART, 24.4000, 139.7000, -1.0000, 0.0000, 1.0000, 0.0000
ENDMES(2)构造的平行平面记录测量点，可以计算位置度公差；
(3)平行平面支持拖放创建点云；
PTC(PAPN_PLN3_PLN4_MeasPt) = FEAT/PTCLOUD, FA(PAPN_PLN3_PLN4), OVERWR PTC(PAPN_PLN3_PLN4_MeasPt) = FEAT/PTCLOUD, FA(PAPN_PLN3_PLN4), APPEND
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