Results of Some Compression Tests of Structural Steel Angles (Classic Reprint)
Language: English
Published by Forgotten Books, 2018
- Softcover
- New



Seller: Forgotten Books, London, United KingdomForgotten Books
AbeBooks seller since June 2, 2021
Condition: New
£ 13.31
Quantity: Over 20 available
Add to basketItem description from seller
Print on Demand. This book reveals the findings of compression tests conducted on 170 structural steel angles by the Bureau of Standards, providing valuable insights into their ultimate compressive strength. The tests mimic real-world construction scenarios, offering practical guidance for engineers and architects. The author explores the impact of different end connections, represented by an end fixation factor, on the angles' strength. Utilizing Euler's formula and Karman's theory, the book analyzes the test results, considering the influence of eccentric loading and slenderness ratios. The author uncovers the correlation between lateral deflection and eccentricity, highlighting its effect on column strength. Ultimately, this book establishes end fixation factors for various end connections, aiding in the design of safe and efficient structures where angles are employed. 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.…
Seller Inventory # 9781334183812_0
- Title
- Results of Some Compression Tests of Structural Steel Angles (Classic Reprint)
- Author
- Ambrose Henry Stang, L. R. Strickenberg
- Publisher
- Forgotten Books
- Publication year
- 2018
- Condition
- New
- Book Type
- print-on-demand item
- Binding
- Paperback
- Language
- English
- ISBN 10
- 1334183813
- ISBN 13
- 9781334183812
- Seller catalogs
- General Engineering
Compression Tests of Structural Angles presents a detailed look at how structural steel angles behave under axial load. This report explains testing methods, end fixation effects, and how different end configurations influence strength.
Drawing on experimental results, it discusses how angles were held in the testing machine, the role of bolts and end conditions, and how these factors affect measured strength and deflection. The findings compare observed performance with theoretical models, including Karman and Euler curves, and explore the impact of eccentric loading on short and long angles.
- Describes the testing setup, including machines, fixtures, and devices used to measure deformation.
- Analyzes how end conditions and bolt arrangements change strength and stability.
- Relates experimental results to classical theories of column behavior and eccentric loading.
- Provides tables and figures showing maximum loads, slenderness ratios, and deflection data.
Ideal for engineers and students seeking practical insights into the behavior of structural angles under compression and the effects of end fixation on performance.
"Synopsis" may belong to another edition of this title.
Forgotten Books
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Forgotten Books’ Classic Reprint Series utilizes the latest technology to regenerate facsimiles of historically important writings. Careful attention has been made to accurately preserve the original format of each page whilst digitally enhancing the quality of the aged text.
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Forgotten Books publishes hundreds of thousands of rare and classic books.
This book is a reproduction of an important historical work. Forgotten Books uses state-of-the-art technology to digitally reconstruct the work, preserving the original format whilst repairing imperfections present in the aged copy. In rare cases, an imperfection in the original, such as a blemish or missing page, may be replicated in our edition. We do, however, repair the vast majority of imperfections successfully; any imperfections that remain are intentionally left to preserve the state of such historical works.
This text has been digitally restored from a historical edition. Some errors may persist, however we consider it worth publishing due to the work's historical value.
The digital edition of all books may be viewed before purchase if you request a sample.
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