带有10-32个螺纹的螺纹接线柱被固定在管状加热元件上，确保正极接触，用于最大安培载荷能力。
Threaded post terminals with 10-32 threads are securely fastened to the tubular heating element, assuring positive electrical contact for maximum amperage carrying capacity.
采用虚拟接触载荷法模拟分析各种柱筒与轴之间的过盈配合接触现象，提出了具体的计算方法与分析程序。
The interference fit between various column casings and shaft is analyzed by using the virtual contact loading method, and concrete calculating method and program are presented.
本文分析求解了具有三阶本构关系材料梁的应力和柱的临界载荷，并对其应力特性和稳定特性作了探讨。
Stresses in beam and critical load of column with cubic constitutive equation is solved. The stresses and stability behavior of columns is discussed.
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