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Author: Henry Turner Eddy
Publisher: Theclassics.Us
ISBN: 9781230461526
Category :
Languages : en
Pages : 146
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Book Description
This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1914 edition. Excerpt: ...to determine the cross section of the inner ring rod, with the same definiteness as that of the radial rods, but that is unimportant. Its position has already been fixed as not more than / from the edge of the cap, where I is the distance from the top hoop or collar band of the column to the edge of the cap. STRESSES IN CONCRETE OF HEAD 211 The vertical shearing stresses may be regarded as sufficiently resisted outside the mushroom by the concrete alone. The critical cylindrical surface separating those areas where the shear may be assumed to be safely carried by concrete alone, from those areas where the steel may be relied on to carry as much of the shear as may be required, should evidently be taken somewhat inside the outer ring rod, but just where is of no particular consequence. The supposition of the existence of a crack at X, either actual or potential, on which our computation of the stresses in the radial rods has been based, is sufficiently satisfactory so far as the rods themselves are concerned; but it seems desirable to consider in more detail the phenomena attending the development of the stresses in the concrete at and near the edge of the cap, especially in soft concrete when the limit of its compressive resistance is reached in this region. The horizontal compressive resistance of the concrete at the lower surface of the slab is that already treated in (38), and it is our present object to consider how that is to be combined with the vertical supporting pressures under the radial rods, and with the horizontal and vertical shears in the slab due to bending. These latter are greatest in the neutral surface, as has been previously stated, and according the general theory of stresses are equivalent to, and may be replaced...
Author: Henry Turner Eddy
Publisher: Theclassics.Us
ISBN: 9781230461526
Category :
Languages : en
Pages : 146
Get Book Here
Book Description
This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1914 edition. Excerpt: ...to determine the cross section of the inner ring rod, with the same definiteness as that of the radial rods, but that is unimportant. Its position has already been fixed as not more than / from the edge of the cap, where I is the distance from the top hoop or collar band of the column to the edge of the cap. STRESSES IN CONCRETE OF HEAD 211 The vertical shearing stresses may be regarded as sufficiently resisted outside the mushroom by the concrete alone. The critical cylindrical surface separating those areas where the shear may be assumed to be safely carried by concrete alone, from those areas where the steel may be relied on to carry as much of the shear as may be required, should evidently be taken somewhat inside the outer ring rod, but just where is of no particular consequence. The supposition of the existence of a crack at X, either actual or potential, on which our computation of the stresses in the radial rods has been based, is sufficiently satisfactory so far as the rods themselves are concerned; but it seems desirable to consider in more detail the phenomena attending the development of the stresses in the concrete at and near the edge of the cap, especially in soft concrete when the limit of its compressive resistance is reached in this region. The horizontal compressive resistance of the concrete at the lower surface of the slab is that already treated in (38), and it is our present object to consider how that is to be combined with the vertical supporting pressures under the radial rods, and with the horizontal and vertical shears in the slab due to bending. These latter are greatest in the neutral surface, as has been previously stated, and according the general theory of stresses are equivalent to, and may be replaced...
Author: Henry T. Eddy
Publisher: Forgotten Books
ISBN: 9780331967357
Category : Technology & Engineering
Languages : en
Pages : 468
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Book Description
Excerpt from Concrete-Steel Construction, Vol. 1: Buildings; A Treatise Upon the Elementary Principles of Design and Execution of Reinforced Concrete Work in Buildings While the mechanical laws above referred to are simple in the extreme when once understood, their application is so far from obvious in a superficial consideration of the subject that it has required Continuous investigation and patient study on the part of the authors for years of time to determine and classify their Operation according to the mechanical principles and laws of physics, and this supplemented by expert observers engaged for many months in the conduct of experiments and tests to decide the questions which this continued study and consideration had raised. In this treatise patented as well as unpatented types have been included for the reason that while the consulting engineer without license has no right to design patented types, he is called upon to report upon their strength and should for that reason be as familiar with their analysis as with unpatented constructions. The hope of the authors, who have devoted so much time and expense to the investigation and presentation of the fundamental principles explained in these pages, is that as these principles be come more widely known and understood needless accidents and loss of life in the erection of concrete building work will be avoided and unsatisfactory designs caused by the failure of the engineering profession at large to understand and introduce into practice the proper limitations of steel ratios as depending on the relative thick ness or depth of beam and slab to span and the correct arrangement and disposition of the steel in the slab, will disappear from the engineering field. 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.
Author: Henry T. Eddy
Publisher: Forgotten Books
ISBN: 9781330868065
Category : Technology & Engineering
Languages : en
Pages : 458
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Book Description
Excerpt from Concrete-Steel Construction, Vol. 1: Buildings; A Treatise Upon the Elementary Principles of Design and Execution of Reinforced Concrete Work in Buildings When we consider the fact that fire losses in Canada and the United States amount each year to half a billion dollars, and that the question of commercial economy and cost determines whether buildings shall be built of fireproof and incombustible materials such as reinforced concrete, or of inflammable materials such as are used in timber construction, it is evident how important it is to the general public to be able to determine on theoretically correct principles whether safe fireproof buildings can be built at practically no greater cost or even less cost than combustible ones. In case of any uncertainty as to theoretical principles to be applied, the designer is compelled for safety to employ materials in such lavish amounts as to render cost prohibitive. Engineering writers have heretofore failed to apply the mathematical theory of elasticity to those forms of reinforced concrete that differ from beams in their manner of reinforcement and that depend for their mechanical action on bond shear as it is involved in multiple way systems. The present treatise is devoted to discussion of the elementary principles and the practical problems presented by building work in reinforced concrete. In it an effort is made to dissipate differences of opinion due to lack of familiarity with the mechanics of reinforced concrete such as tend, at the present time, to retard its introduction and to hinder to some extent the rapidity of its progress in the commercial field. The endeavor is made in this treatise, to bring out these mechanical laws, and to treat at length the restraint imposed upon the elements of the composite structure - the steel and the concrete - in accordance with the fixed principles of physics and mechanics in order that rational rules may be more generally adopted for the safe and economic design of this type of fireproof buildings. Failure on the part of the engineering profession to consider these laws in drawing up building codes, has led to grave errors thereby offering a premium on the more dangerous types of designs in concrete building work, and placing at a disadvantage the more scientific, safe, and conservative types of work as determined by the records of these types in practical construction. 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.
Author: Ramchandra
Publisher: Scientific Publishers
ISBN: 9386102072
Category : Technology & Engineering
Languages : en
Pages : 1010
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Book Description
Twelfth edition, 2009 of this book is based on IS: 800-2007 and also newly revised IS: 883-1994 (code of practice for timber structures). New code of practice, IS: 800 is likely to be issued soon. It is likely to introduce ``Limit State Design of Steel Structures''. Authors have distributed the text in thirty four chapters in main text and one chapter `on Location of Shear Centre' in Appendix A. Concept of Shear Centre and bending axis is important and significant and essentially needed to understand simple theory of bending and so also unsymmetrical bending. Complete-text has been updated and new matter added (e.g., elastic buckling, inelastic, stability and instability of columns and compression members, torsional-buckling, torsional-flexural buckling, etc.). Behaviour of web-stiffeners and web-panels specially near the end panels, tension-field action has been first time included to familiarise the students with the concept. Durability of steel members have been emphasized phenomenon of corrosion has been distinctly explained.
Author: Henry Turner Eddy
Publisher:
ISBN:
Category : Architecture
Languages : en
Pages : 468
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Book Description
This antiquarian volume contains a complete manual of the art of angling for roach, with comments on methodology, equipment, tactics, and other information useful to the roach fisherman. Written in simple, plain language and including much in the way of practical instructions and useful tips and hints, this text will prove invaluable to the roach fisherman, and makes for a great addition to collections of angling literature. The chapters of this book include: The Roach, Descriptive, Statistical, Roach Waters, The Roach Fisherman, Baits and Ground-Baits, Major Tactics and Major Considerations, Methods and Styles, Odds and Ends In Lighter Vein, and Hempseed Fishing for Roach. We are republishing this antiquarian volume now complete with a specially commissioned new introduction on the history of fishing.
Author: Henry T. (Henry Turner) 1844-1921 Eddy
Publisher:
ISBN: 9781361174982
Category : History
Languages : en
Pages : 472
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: American Institute of Steel Construction
Publisher: Amer Inst of Steel Construction
ISBN: 9781564240606
Category : Reference
Languages : en
Pages : 2192
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Book Description
Originally published in 1926 [i.e. 1927] under title: Steel construction; title of 8th ed.: Manual of steel construction.
Author: Mohamed A. El-Reedy
Publisher: CRC Press
ISBN: 1466577967
Category : Technology & Engineering
Languages : en
Pages : 348
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Book Description
Starting with the receipt of materials and continuing all the way through to the final completion of the construction phase, Concrete and Steel Construction: Quality Control and Assurance examines all the quality control and assurance methods involving reinforced concrete and steel structures. This book explores the proper ways to achieve high-qual
Author: Claude Allen Porter 1869 Turner
Publisher:
ISBN: 9781363679706
Category : History
Languages : en
Pages : 330
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Book Description
