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Titlebook: Design of Structural Steelwork; W. M. C. M°Kenzie Textbook 1998Latest edition Macmillan Publishers Limited 1998 Eurocode.Eurocode 3.girder

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发表于 2025-3-21 19:21:39 | 显示全部楼层 |阅读模式
书目名称Design of Structural Steelwork
编辑W. M. C. M°Kenzie
视频videohttp://file.papertrans.cn/269/268768/268768.mp4
概述Detailed, step-by-step explanation and calculation relating to design codes. Numerous illustrations and worked examples throughout. Intended to supplement and complement a university course
丛书名称Basic Texts in Civil Engineering
图书封面Titlebook: Design of Structural Steelwork;  W. M. C. M°Kenzie Textbook 1998Latest edition Macmillan Publishers Limited 1998 Eurocode.Eurocode 3.girder
描述This text aims to develop an understanding of Limit State Design as applied to structural steelwork. The use of the relevant codes of practice, in particular BS 5950: Part 1, is explained and demonstrated in numerous worked examples and illustrations. The treatment is both extensive and comprehensive, including a selection of design examples which are presented in a format typical of that used in a design office in order to encourage students to adopt a methodical and rational approach in preparing structural calculations.
出版日期Textbook 1998Latest edition
关键词Eurocode; Eurocode 3; girder
版次1
doihttps://doi.org/10.1007/978-1-349-14612-3
copyrightMacmillan Publishers Limited 1998
The information of publication is updating

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发表于 2025-3-21 21:56:35 | 显示全部楼层
to supplement and complement a university courseThis text aims to develop an understanding of Limit State Design as applied to structural steelwork. The use of the relevant codes of practice, in particular BS 5950: Part 1, is explained and demonstrated in numerous worked examples and illustrations.
发表于 2025-3-22 03:22:42 | 显示全部楼层
Jiyang Chen,Osmar R. Zaïane,Randy Goebely’s ‘pneumatic’ steelmaking process in America, and shortly after, Sir Henry Bessemer’s converter in England, and the Siemens-Martin open-hearth process, that methods of mass production of steel have evolved.
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https://doi.org/10.1007/978-3-030-30985-5specific advice relating to members and relatively little guidance on connection design. This has resulted in a wide variety of acceptable methods of design and details to transfer shear, axial and bending forces from one structural member to another.
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The treatment is both extensive and comprehensive, including a selection of design examples which are presented in a format typical of that used in a design office in order to encourage students to adopt a methodical and rational approach in preparing structural calculations.
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发表于 2025-3-23 05:05:25 | 显示全部楼层
Flexural Members, from one or several of a number of sources, e.g. other secondary beams, columns, walls, floor systems or directly from installed plant and/or equipment. In most cases static loading will be considered the most appropriate for design purposes, but dynamic and fatigue loading may be more critical in certain circumstances.
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