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Excerpt from Transverse Tests of H-Section Column Splices
Figure 10 shows it after testing. This specimen failed in the same way that specimen 1 did. The lower holes in the welded plates were badly deformed.
Specimen 3. - Fourteen-inch H sections, single splice plates, loads parallel to web. The splice plates sealed at a load of pounds. The eight lower bolts in one of the H sections sheared.
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Paperback. Zustand: New. Print on Demand. This book delves into the intricacies of designing and analyzing welded steel column splices, providing valuable insights for engineers and architects. The author presents a comprehensive study of transverse tests conducted on H-shaped steel columns connected using splice plates and welded connections. Through meticulous analysis, the book unveils the behavior of these splices under various loading conditions, including bending and shear. Detailed examinations of specimen behavior, stress analysis, and deflection characteristics equip readers with a profound understanding of the mechanics involved. The book's findings offer practical guidance for designing robust and reliable steel column connections, emphasizing the importance of considering both bending and shear forces for optimal structural performance. 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. Bestandsnummer des Verkäufers 9781528228688_0
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Zustand: New. KlappentextrnrnExcerpt from Transverse Tests of H-Section Column SplicesFigure 10 shows it after testing. This specimen failed in the same way that specimen 1 did. The lower holes in the welded plates were badly deformed.Specimen. Bestandsnummer des Verkäufers 2149117838
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