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Titlebook: Steel Design for Engineers and Architects; David A. Fanella,Rene Amon,Atanu Mazumder Book 1992 Van Nostrand Reinhold 1992 bridge.concrete.

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发表于 2025-3-21 19:34:14 | 显示全部楼层 |阅读模式
书目名称Steel Design for Engineers and Architects
编辑David A. Fanella,Rene Amon,Atanu Mazumder
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图书封面Titlebook: Steel Design for Engineers and Architects;  David A. Fanella,Rene Amon,Atanu Mazumder Book 1992 Van Nostrand Reinhold 1992 bridge.concrete.
描述In 1989, the American Institute of Steel Construction published the ninth edition of the Manual of Steel Construction which contains the "Specification for Structural Steel Buildings-Allowable Stress Design (ASD) and Plastic De­ sign." This current specification is completely revised in format and partly in content compared to the last one, which was published in 1978. In addition to the new specification, the ninth edition of the Manual contains completely new and revised design aids. The second edition of this book is geared to the efficient use of the afore­ mentioned manual. To that effect, all of the formulas, tables, and explanatory material are specifically referenced to the appropriate parts of the AISCM. Ta­ bles and figures from the Manual, as well as some material from the Standard Specifications for Highway Bridges, published by the American Association of State Highway and Transportation Officials (AASHTO), and from the Design of Welded Structures, published by the James F. Lincoln Arc Welding Foun­ dation, have been reproduced here with the permission of these organizations for the convenience of the reader. The revisions which led to the second edition of this book w
出版日期Book 1992
关键词bridge; concrete; construction; design; engine; fatigue; highway bridge; steel; torsion
版次1
doihttps://doi.org/10.1007/978-1-4615-9729-2
isbn_softcover978-1-4615-9731-5
isbn_ebook978-1-4615-9729-2
copyrightVan Nostrand Reinhold 1992
The information of publication is updating

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Bolts and Rivets,Connections in structural steel are made with mechanical fasteners (rivets or bolts) or welds. Riveted and bolted connections will be covered in this chapter, and welds will be discussed in Chapter 6.
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Torsion,Members that have loads applied away from their shear centers are subject to torsion.. These loads, when multiplied by their distances from the shear center of the member, cause deformations due to rotation that may also include warping. The rotation of the member is measured by the angle of the twist.
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https://doi.org/10.1007/978-1-4615-9729-2bridge; concrete; construction; design; engine; fatigue; highway bridge; steel; torsion
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Welded Connections,ding arc welding process. The surfaces of the members to be connected are heated, allowing the parts to fuse together, usually with the addition of another molten metal. When the molten metal solidifies, the bond between the members is completed.
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Composite Design,ng in compression and the steel beam acting almost entirely in tension. Thus, in both cases, the composite member can carry larger loads (or similar loads on larger spans) than the same slab and beam acting individually. Also, since composite sections have greater stiffness, the deflections will be
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