Excerpt from Compressive Strength of Column Web Plates and Wide Web Columns
The investigation reported in this paper was initiated by the Delaware River Bridge Joint Commission. Its purpose was three fold: (1) To study the relation between the thickness Of plate and unsupported widths Of plate for compression members with particular reference to the validity Of a commonly accepted structural designing rule as applied to high-strength steel; (2) to determine the ultimate strength Of laterally Supported Wide web column sections Of silicon manganese steel Of the type adopted by the commission for the towers Of the Delaware River Suspension Bridge with particular reference to the factors that determine the strength Of such columns; (3) to compare the action Of webs Of two thin plates stitch - riveted together, with a single thick plate web Of equal thickness.
After consultation between the Bureau Of Standards and the Delaware River Bridge Joint Commission the dimensions Of the test specimens and the general test procedure were decided upon and the column sections ordered and forwarded to the bureau for test. The sections tested were full size tower section elements and represented the tower portions indicated in Figure 10.
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Da: Forgotten Books, London, Regno Unito
Paperback. Condizione: New. Print on Demand. This book, published in the 1920s, presents findings from a rigorous study focused on compressive strength in steel plates. The main objective of the investigation was to verify a commonly accepted structural design rule, which stated that wide web plates in compression should not exceed in width thirty times the thickness of the plate. Furthermore, the book includes an in-depth analysis of the strength of laterally supported wide webbed columns as well as a comparison of the merits of single-plate and double-plate webs of equal thickness. The tests conducted by the author and presented in the book showed that while the common design rule was conservative, buckling strength is also heavily dependent on the mechanical properties of the material, and that the buckling resistance of a plate could be computed for materials with known properties. This book is a reproduction of an important historical work, digitally reconstructed using state-of-the-art technology to preserve the original format. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in the book. print-on-demand item. Codice articolo 9781528125574_0
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Da: PBShop.store US, Wood Dale, IL, U.S.A.
PAP. Condizione: New. New Book. Shipped from UK. Established seller since 2000. Codice articolo LX-9781528125574
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Da: PBShop.store UK, Fairford, GLOS, Regno Unito
PAP. Condizione: New. New Book. Shipped from UK. Established seller since 2000. Codice articolo LX-9781528125574
Quantità: 15 disponibili