But the current specification GB50018-2002 does not consider the effect of lip inclination, hence, it cannot be effectively used in designing inclined lipped Z-section purlins.
而现行冷弯型钢设计规范GB 50018- 2002采用有效截面法计算受弯构件的屈曲荷载并没有考虑卷边角度的影响，不能合理的进行斜卷边Z型檩条的屈曲荷载设计。
The space will also be affected by the type of RAID-Z configuration required (more on this in the RAID-Z Options section).
空间还会受到所需RAID - Z配置类型的影响(在RAID - z选项一节中，有更多关于这方面的介绍)。
This section explains some key terms associated with package variation and its usage in DB2 for z/OS.
本节解释与包变体相关的一些关键术语以及它在DB2for z/OS 中的使用方法。
Because this manual includes a section devoted to System z-specific options, we need only provide an overview here.
由于该手册有一部分内容专门讲述特定于System z的选项，在这里我们只提供一个概览。
This section includes learning and introductory material related to RUP for System z.
本章包括与RUPfor System z有关的学习和介绍性资料。
This section explains the rationale behind the creation of RUP for System z.
本章阐述了创建RUPfor System z背后的基本原理。
This section includes materials to help you implement RUP for System z on your project.
本章包括帮助您实现您的项目的RUPforSystem z 的资料。
Based on the basic critical flow equation, formulae, which used to determine section factor Z and hydraulic exponent M for critical flow in city gate and horseshoe conduits, were derived.
针对水利工程上常用的城门洞形及马蹄形过水隧洞，利用临界流方程，给出了旨在用于临界流分析的断面参数Z和水力指数M 的计算公式和表示水深与Z以及M 之间的关系曲线。
In the longitudinal section, it can be divided into port deformation zone, transition zone and undeformed zone along the z-axis, according to the morphology of deformation zone.
在纵截面上，根据变形区形态，可沿轴向将变形区分为端口变形区、过渡变形区和未变形区。
Lipped channel and Z section with compression flange not fully effective, have no more any symmetry, so that their stress analysis become quite complicated.
而翼缘非全部有效的卷边槽钢、Z形钢毫无对称性，使应力分析计算十分复杂。
Lipped channel and Z section with compression flange not fully effective, have no more any symmetry, so that their stress analysis become quite complicated.
而翼缘非全部有效的卷边槽钢、Z形钢毫无对称性，使应力分析计算十分复杂。
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