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正截面，[机]正剖面；法向截面，[测]法截面；正常断面
1、section member───部门成员；科员
2、headland section───地头剖面
3、normal time───[管理]正常时间；[计量]标准时间；纯劳动时间；纯劳动时间，正常时间
4、section───vi.被切割成片；被分成部分；n.截面；部分；部门；地区；章节；vt.把…分段；将…切片；对…进行划分
5、fridge section───冰箱部分
6、normal───n.(Normal)人名；(德)诺马尔；adj.正常的；正规的；标准的；n.正常；标准；常态；法线（数学）
7、black normal───黑色正常
8、bakery section───烘焙区
9、squite normal───斜视正常
1、Normal section linear diagram of two gears " surfaces, which is on the arbitrary section, has also been protracted . "───绘制了任意法截面上两齿面法截线的图形。
2、Suggestions are presented for calculating normal section strength of small eccentric compressive members.───对小偏心受压构件正截面强度计算提出了设计建议。
3、A Study of Normal Section Ultimate Flexural Strength of Prestressed Reverse-Rib-Slab with Excessive Steel Bar───预应力混凝土超筋倒肋薄板正截面承载力的探讨
4、analyzed prestressed reinforced concrete normal section calculate formula of bearing capacity limit states.───分析预应力钢筋混凝土正截面承载能力极限状态计算公式。
5、The model of the cracking moment of normal section for recycled concrete beams is investigated on base of some basic assumptions.───在基本假定的基础上，分析了再生混凝土梁正截面开裂弯矩理论计算模式。
6、formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.───筋钢纤维混凝土叠合梁正截面承载力计算公式。
7、Iterative Method for Calculating Carrying Capacity of Normal Section of Reinforced Concrete Eccentric Compression Members───钢筋混凝土偏心受压构件正截面承载力的迭代计算法
8、The existing algorithms include equivalent left and right curve angle by definition, normal section line method and tangent projection etc.───有关的算法有根据定义的左右曲面角相等，法截面法和切向投影等。
9、Reinforced Concrete Round Section with Double Reinforcement Normal Section Carrying Capacity Calculation───钢筋砼双筋圆形截面的正截面承载力计算
1、Finally, based on theoretical analysis, numerical simulation and test verification, the strength reduction factor and the calculation expression of normal section bearing capacity of CFRP are given.
2、In the method, control equations for the crack resistance capacity of the normal section are established, thus the area of prestressed steel tension member may be calculated.
3、Based on the formulas of oblique section bearing capacity and normal section bearing capacity, the paper set rules to determine the failure mode of the wall and gave several main factors.
4、If the normal section in the center of the tooth line is taken as a tooth measuring and design section, when spline hob is designed in a plane meshing, the tooth profile error is minimum.
5、Research the basal concepts and formulas of coordinate conversion, the formulas of the radius of curvature in a normal section, the meridional length and the latitude of pedal are given.
6、The paper studied tests on three epiboly profiled bar concrete beams, bearing capacity of normal section, stiffness and behavior of cracks, and put forward formulas as advise .