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Titlebook: Design of Steel Structures; Elias G. Abu-Saba Book 1995 Springer Science+Business Media Dordrecht 1995 Tore.Torsion.beam.girder.structure

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发表于 2025-3-21 18:07:59 | 显示全部楼层 |阅读模式
书目名称Design of Steel Structures
编辑Elias G. Abu-Saba
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图书封面Titlebook: Design of Steel Structures;  Elias G. Abu-Saba Book 1995 Springer Science+Business Media Dordrecht 1995 Tore.Torsion.beam.girder.structure
描述This book is intended for classroom teaching in architectural and civil engineering at the graduate and undergraduate levels. Although it has been developed from lecture notes given in structural steel design, it can be useful to practicing engineers. Many of the examples presented in this book are drawn from the field of design of structures. Design of Steel Structures can be used for one or two semesters of three hours each on the undergraduate level. For a two-semester curriculum, Chapters 1 through 8 can be used during the first semester. Heavy emphasis should be placed on Chapters 1 through 5, giving the student a brief exposure to the consideration of wind and earthquakes in the design of buildings. With the new federal requirements vis a vis wind and earthquake hazards, it is beneficial to the student to have some under­ standing of the underlying concepts in this field. In addition to the class lectures, the instructor should require the student to submit a term project that includes the complete structural design of a multi-story building using standard design procedures as specified by AISC Specifications. Thus, the use of the AISC Steel Construction Manual is a must in t
出版日期Book 1995
关键词Tore; Torsion; beam; girder; structure
版次1
doihttps://doi.org/10.1007/978-1-4615-2079-5
isbn_softcover978-1-4613-5864-0
isbn_ebook978-1-4615-2079-5
copyrightSpringer Science+Business Media Dordrecht 1995
The information of publication is updating

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In addition to the class lectures, the instructor should require the student to submit a term project that includes the complete structural design of a multi-story building using standard design procedures as specified by AISC Specifications. Thus, the use of the AISC Steel Construction Manual is a must in t978-1-4613-5864-0978-1-4615-2079-5
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Introduction, periodicals and journals in this country are requiring the use of both systems in their publications. In this book, illustrations and example problems use both the SI and U.S. systems. Table 1.1 lists the standard units for both systems.
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Tension Members,ent in the selection of a tension member is that it provides enough cross-sectional area so that its maximum carrying capacity is equal to or greater than the designated capacity for a particular design method such as the allowable stress design (ASD) or load and resistance factor design (LRFD).
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Built-Up Beams: Plate Girders,ders were commonly used in bridge designs spanning 50 to 150 ft. Later with the introduction of welding, riveted plate girders became less and less frequently used. Plate girders may have a constant section throughout their span or a variable section. Several plate girder sections are shown in Figure 9.1
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Influence of Axial Forces on Plastic Moment, buckling (local, lateral, column), repeated loading (fatigue), and brittle fracture. In this text, only the effect of axial loads and shear forces will be included in considering a plastic failure in members of a structural system. The analysis of plastic failure is based on the theory of small deformations.
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The State Guarantees to Cover Bank Debtptions and design criteria. The designer has the responsibility of using judiciously the guidelines of the code. Such action does not release him/her from the necessity of more elaborate analyses depending on specific building requirements and functions.
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