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Properties of Steel Sections: A Reference Book for Structural Engineers and Architects; Including Tables of Moments of Inertia and Radii of Gyration ... Structures, Unit Stresses, Safe Loads for - Softcover
Excerpt from Properties of Steel Sections: A Reference Book for Structural Engineers and Architects; Including Tables of Moments of Inertia and Radii of Gyration of Built Sections, Examples of Sections Selected From Monumental Structures, Unit Stresses, Safe Loads for Columns, Plate Girder Design
Common usage will account for the appearance Of some of these sections.
Properties of patented sections are omitted. They may be Obtained by applying. To the manufacturer.
Where possible all controverted points have been avoided. There is a diversity of practice as to how much the back to back of angles should exceed the width of the plate for plate girders and columns, the practice being about equally divided between 1 and The author has used 1 for all sections with less than 42 plates, since this is on the safe side for those using i. Where cover plates are not used, it is un necessary to chip the web plate, and it is seldom necessary to chip Where cover plates are used unless it be for very long web plates.
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Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com
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.
Common usage will account for the appearance Of some of these sections.
Properties of patented sections are omitted. They may be Obtained by applying. To the manufacturer.
Where possible all controverted points have been avoided. There is a diversity of practice as to how much the back to back of angles should exceed the width of the plate for plate girders and columns, the practice being about equally divided between 1 and The author has used 1 for all sections with less than 42 plates, since this is on the safe side for those using i. Where cover plates are not used, it is un necessary to chip the web plate, and it is seldom necessary to chip Where cover plates are used unless it be for very long web plates.
About the Publisher
Forgotten Books publishes hundreds of thousands of rare and classic books. Find more at www.forgottenbooks.com
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.
"synopsis" may belong to another edition of this title.
- PublisherForgotten Books
- Publication date2017
- ISBN 10 133288685X
- ISBN 13 9781332886852
- BindingPaperback
- Number of pages142
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Properties of Steel Sections (Classic Reprint)
Published by
Forgotten Books
(2017)
ISBN 10: 133288685X
ISBN 13: 9781332886852
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Book Description Paperback. Condition: New. Print on Demand. Excerpt from Properties of Steel Sections. About the Publisher, 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 on our website before purchase. print-on-demand item. Seller Inventory # 9781332886852_0
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Properties of Steel Sections A Reference Book for Structural Engineers and Architects Including Tables of Moments of Inertia and Radii of Gyration Structures, Unit Stresses, Safe Loads for
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Book Description PAP. Condition: New. New Book. Shipped from UK. Established seller since 2000. Seller Inventory # LW-9781332886852
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Properties of Steel Sections A Reference Book for Structural Engineers and Architects Including Tables of Moments of Inertia and Radii of Gyration Structures, Unit Stresses, Safe Loads for
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Book Description PAP. Condition: New. New Book. Shipped from UK. Established seller since 2000. Seller Inventory # LW-9781332886852
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