By Nicolas Bourbaki
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Additional resources for Architecture of Mathematics
Bolt holes can be drilled, punched, or, in some cases, cut thermally. The three methods each have different effects on the surrounding material. Strength limit states are established for structures subject to static loads and seismic loads such that any hole-forming method can be used. AASHTO requires drilled or subpunched and reamed holes in main member connections. The selection of the hole-forming method to be used depends on the thickness of the material and the hole size, the number of pieces with identical hole patterns, and the other operations that have to be performed on the material.
In addition, inclusions are reoriented in the direction of rolling. As a result, ductility and bendability are much better in the longitudinal direction than in the transverse, and these properties are poorest in the thickness direction. The cooling rate after rolling determines the distribution of ferrite and the grain size of the ferrite. Since air cooling is the usual practice, the final internal structure and, therefore, the properties of plates and shapes depend principally on the chemistry of the steel, section size, and heat treatment.