Practical design of steel structures: based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Dunbeath, Scotland
Whittles Pub.
2010
|
| Schlagworte: | |
| Online-Zugang: | FAW01 FAW02 |
| Beschreibung: | Includes bibliographical references and index Rigorous analysis of a complete structure ""Contents""; ""Preface""; ""General Principles and Practices""; ""1.1 Brief description of the structure""; ""1.2 Design philosophy and practice""; ""References""; ""Structural Analysis and Design""; ""2.1 Structural analysis""; ""2.2 Methods and procedures for analysis and design""; ""2.3 Design data""; ""2.4 Properties and specifi cation of materials""; ""2.5 Specifi cations for selecting the structural components""; ""2.6 Conventions for member axes""; ""2.7 Model design of beam and column using Eurocode 3 and BS 5950, and comparison of the results""; ""References"" ""Design of Gantry Girders (Members Subjected to Biaxial Bending)""""3.1 Design philosophy""; ""3.2 Detailed considerations""; ""3.3 Design of section""; ""3.4 Intermediate transverse stiffeners""; ""3.5 Design of end bearings of gantry girder""; ""References""; ""Design of Welded and Bolted Connections""; ""4.1 General""; ""4.2 Welded connections""; ""4.3 Design of bolted connections""; ""References""; ""Design of Purlins, Side Rails, Roof Trusses, Roof Girders, Intermediate Columns and Horizontal Roof Bracings""; ""5.1 Purlins in melting bay (members subjected to bending)"" ""5.2 Side sheeting rails (members subjected to biaxial bending)""""5.3 Design of roof trusses (members subjected to compression and tension)""; ""5.4 Roof girders in melting bay (members subjected to compression and tension)""; ""5.5 Design of intermediate columns (members subjected to bending and thrust)""; ""5.6 Design of horizontal wind bracing system for roof (members subjected to compression and tension)""; ""References""; ""Case Study I: Analysis and Design of Structure of Melting Shop and Finishing Mill Building""; ""6.1 Design considerations""; ""6.2 Loadings"" ""6.3 Design of stanchions in melting bay along line A""""6.4 Design of stanchions along line B""; ""References""; ""Case study II: Design of Gable End Framing System Along Row 10, Based on Eurocode 3""; ""7.1 Design considerations (see Figs 1.1 and 7.1)""; ""7.2 Functions""; ""7.3 Design of gable columns""; ""7.4 Design of horizontal wind girder at 22.36 m level""; ""7.5 Design of horizontal wind girder at 33.0 m level""; ""References""; ""Case Study III: Design of Vertical Bracing Systems for Wind Forces and Crane Tractive Forces Along Stanchion Lines A and B, B"" ""8.1 Vertical bracing systems along stanchion line A""""8.2 Design of bracing system between crane column rows 9 and 10 along stanchion line A to resist the longitudinal tractive force due to crane loads and wind loads from the gable end (see Fig. 8.1)""; ""8.3 Design of vertical bracing system between roof column rows 9 and 10 along stanchion line A to resist wind loads from gable end (see Fig. 8.1(a))""; ""8.4 Design of vertical bracing system for wind forces and crane tractive forces in column along stanchion line B""; ""References""; ""APPENDIX A""; ""A.1 Design considerations"" |
| Beschreibung: | xi, 211 pages |
| ISBN: | 9781849950251 1849950253 1904445926 9781904445920 9781439835715 |
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| 100 | 1 | |a Ghosh, Karuna Moy |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Practical design of steel structures |b based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building |c Karuna Moy Ghosh |
| 264 | 1 | |a Dunbeath, Scotland |b Whittles Pub. |c 2010 | |
| 300 | |a xi, 211 pages | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b c |2 rdamedia | ||
| 338 | |b cr |2 rdacarrier | ||
| 500 | |a Includes bibliographical references and index | ||
| 500 | |a Rigorous analysis of a complete structure | ||
| 500 | |a ""Contents""; ""Preface""; ""General Principles and Practices""; ""1.1 Brief description of the structure""; ""1.2 Design philosophy and practice""; ""References""; ""Structural Analysis and Design""; ""2.1 Structural analysis""; ""2.2 Methods and procedures for analysis and design""; ""2.3 Design data""; ""2.4 Properties and specifi cation of materials""; ""2.5 Specifi cations for selecting the structural components""; ""2.6 Conventions for member axes""; ""2.7 Model design of beam and column using Eurocode 3 and BS 5950, and comparison of the results""; ""References"" | ||
| 500 | |a ""Design of Gantry Girders (Members Subjected to Biaxial Bending)""""3.1 Design philosophy""; ""3.2 Detailed considerations""; ""3.3 Design of section""; ""3.4 Intermediate transverse stiffeners""; ""3.5 Design of end bearings of gantry girder""; ""References""; ""Design of Welded and Bolted Connections""; ""4.1 General""; ""4.2 Welded connections""; ""4.3 Design of bolted connections""; ""References""; ""Design of Purlins, Side Rails, Roof Trusses, Roof Girders, Intermediate Columns and Horizontal Roof Bracings""; ""5.1 Purlins in melting bay (members subjected to bending)"" | ||
| 500 | |a ""5.2 Side sheeting rails (members subjected to biaxial bending)""""5.3 Design of roof trusses (members subjected to compression and tension)""; ""5.4 Roof girders in melting bay (members subjected to compression and tension)""; ""5.5 Design of intermediate columns (members subjected to bending and thrust)""; ""5.6 Design of horizontal wind bracing system for roof (members subjected to compression and tension)""; ""References""; ""Case Study I: Analysis and Design of Structure of Melting Shop and Finishing Mill Building""; ""6.1 Design considerations""; ""6.2 Loadings"" | ||
| 500 | |a ""6.3 Design of stanchions in melting bay along line A""""6.4 Design of stanchions along line B""; ""References""; ""Case study II: Design of Gable End Framing System Along Row 10, Based on Eurocode 3""; ""7.1 Design considerations (see Figs 1.1 and 7.1)""; ""7.2 Functions""; ""7.3 Design of gable columns""; ""7.4 Design of horizontal wind girder at 22.36 m level""; ""7.5 Design of horizontal wind girder at 33.0 m level""; ""References""; ""Case Study III: Design of Vertical Bracing Systems for Wind Forces and Crane Tractive Forces Along Stanchion Lines A and B, B"" | ||
| 500 | |a ""8.1 Vertical bracing systems along stanchion line A""""8.2 Design of bracing system between crane column rows 9 and 10 along stanchion line A to resist the longitudinal tractive force due to crane loads and wind loads from the gable end (see Fig. 8.1)""; ""8.3 Design of vertical bracing system between roof column rows 9 and 10 along stanchion line A to resist wind loads from gable end (see Fig. 8.1(a))""; ""8.4 Design of vertical bracing system for wind forces and crane tractive forces in column along stanchion line B""; ""References""; ""APPENDIX A""; ""A.1 Design considerations"" | ||
| 650 | 4 | |a Building, Iron and steel | |
| 650 | 4 | |a Structural design | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING / Civil / General |2 bisacsh | |
| 650 | 7 | |a Building, Iron and steel |2 fast | |
| 650 | 7 | |a Structural design |2 fast | |
| 650 | 4 | |a Building, Iron and steel | |
| 650 | 4 | |a Structural design | |
| 912 | |a ZDB-4-EBA |a ZDB-4-ENC | ||
| 999 | |a oai:aleph.bib-bvb.de:BVB01-029187533 | ||
| 966 | e | |u http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=691972 |l FAW01 |p ZDB-4-EBA |q FAW_PDA_EBA |x Aggregator |3 Volltext | |
| 966 | e | |u http://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=691972 |l FAW02 |p ZDB-4-EBA |q FAW_PDA_EBA |x Aggregator |3 Volltext | |
Datensatz im Suchindex
| _version_ | 1804176603187511297 |
|---|---|
| any_adam_object | |
| author | Ghosh, Karuna Moy |
| author_facet | Ghosh, Karuna Moy |
| author_role | aut |
| author_sort | Ghosh, Karuna Moy |
| author_variant | k m g km kmg |
| building | Verbundindex |
| bvnumber | BV043776473 |
| collection | ZDB-4-EBA ZDB-4-ENC |
| ctrlnum | (ZDB-4-EBA)ocn849933549 (ZDB-4-ENC)ocn849933549 (OCoLC)849933549 (DE-599)BVBBV043776473 |
| dewey-full | 624.1821 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.1821 |
| dewey-search | 624.1821 |
| dewey-sort | 3624.1821 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
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| id | DE-604.BV043776473 |
| illustrated | Not Illustrated |
| indexdate | 2024-07-10T07:34:48Z |
| institution | BVB |
| isbn | 9781849950251 1849950253 1904445926 9781904445920 9781439835715 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-029187533 |
| oclc_num | 849933549 |
| open_access_boolean | |
| owner | DE-1046 DE-1047 |
| owner_facet | DE-1046 DE-1047 |
| physical | xi, 211 pages |
| psigel | ZDB-4-EBA ZDB-4-ENC ZDB-4-EBA FAW_PDA_EBA |
| publishDate | 2010 |
| publishDateSearch | 2010 |
| publishDateSort | 2010 |
| publisher | Whittles Pub. |
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| spelling | Ghosh, Karuna Moy Verfasser aut Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building Karuna Moy Ghosh Dunbeath, Scotland Whittles Pub. 2010 xi, 211 pages txt rdacontent c rdamedia cr rdacarrier Includes bibliographical references and index Rigorous analysis of a complete structure ""Contents""; ""Preface""; ""General Principles and Practices""; ""1.1 Brief description of the structure""; ""1.2 Design philosophy and practice""; ""References""; ""Structural Analysis and Design""; ""2.1 Structural analysis""; ""2.2 Methods and procedures for analysis and design""; ""2.3 Design data""; ""2.4 Properties and specifi cation of materials""; ""2.5 Specifi cations for selecting the structural components""; ""2.6 Conventions for member axes""; ""2.7 Model design of beam and column using Eurocode 3 and BS 5950, and comparison of the results""; ""References"" ""Design of Gantry Girders (Members Subjected to Biaxial Bending)""""3.1 Design philosophy""; ""3.2 Detailed considerations""; ""3.3 Design of section""; ""3.4 Intermediate transverse stiffeners""; ""3.5 Design of end bearings of gantry girder""; ""References""; ""Design of Welded and Bolted Connections""; ""4.1 General""; ""4.2 Welded connections""; ""4.3 Design of bolted connections""; ""References""; ""Design of Purlins, Side Rails, Roof Trusses, Roof Girders, Intermediate Columns and Horizontal Roof Bracings""; ""5.1 Purlins in melting bay (members subjected to bending)"" ""5.2 Side sheeting rails (members subjected to biaxial bending)""""5.3 Design of roof trusses (members subjected to compression and tension)""; ""5.4 Roof girders in melting bay (members subjected to compression and tension)""; ""5.5 Design of intermediate columns (members subjected to bending and thrust)""; ""5.6 Design of horizontal wind bracing system for roof (members subjected to compression and tension)""; ""References""; ""Case Study I: Analysis and Design of Structure of Melting Shop and Finishing Mill Building""; ""6.1 Design considerations""; ""6.2 Loadings"" ""6.3 Design of stanchions in melting bay along line A""""6.4 Design of stanchions along line B""; ""References""; ""Case study II: Design of Gable End Framing System Along Row 10, Based on Eurocode 3""; ""7.1 Design considerations (see Figs 1.1 and 7.1)""; ""7.2 Functions""; ""7.3 Design of gable columns""; ""7.4 Design of horizontal wind girder at 22.36 m level""; ""7.5 Design of horizontal wind girder at 33.0 m level""; ""References""; ""Case Study III: Design of Vertical Bracing Systems for Wind Forces and Crane Tractive Forces Along Stanchion Lines A and B, B"" ""8.1 Vertical bracing systems along stanchion line A""""8.2 Design of bracing system between crane column rows 9 and 10 along stanchion line A to resist the longitudinal tractive force due to crane loads and wind loads from the gable end (see Fig. 8.1)""; ""8.3 Design of vertical bracing system between roof column rows 9 and 10 along stanchion line A to resist wind loads from gable end (see Fig. 8.1(a))""; ""8.4 Design of vertical bracing system for wind forces and crane tractive forces in column along stanchion line B""; ""References""; ""APPENDIX A""; ""A.1 Design considerations"" Building, Iron and steel Structural design TECHNOLOGY & ENGINEERING / Civil / General bisacsh Building, Iron and steel fast Structural design fast |
| spellingShingle | Ghosh, Karuna Moy Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building Building, Iron and steel Structural design TECHNOLOGY & ENGINEERING / Civil / General bisacsh Building, Iron and steel fast Structural design fast |
| title | Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building |
| title_auth | Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building |
| title_exact_search | Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building |
| title_full | Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building Karuna Moy Ghosh |
| title_fullStr | Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building Karuna Moy Ghosh |
| title_full_unstemmed | Practical design of steel structures based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building Karuna Moy Ghosh |
| title_short | Practical design of steel structures |
| title_sort | practical design of steel structures based on eurocode 3 with case studies a multibay melting shop and finishing mill building |
| title_sub | based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building |
| topic | Building, Iron and steel Structural design TECHNOLOGY & ENGINEERING / Civil / General bisacsh Building, Iron and steel fast Structural design fast |
| topic_facet | Building, Iron and steel Structural design TECHNOLOGY & ENGINEERING / Civil / General |
| work_keys_str_mv | AT ghoshkarunamoy practicaldesignofsteelstructuresbasedoneurocode3withcasestudiesamultibaymeltingshopandfinishingmillbuilding |