Practical design of steel structures : based on Eurocode 3 (with case studies) : a multibay melting shop and finishing mill building
Rigorous analysis of a complete structure.
Saved in:
Main Author: | |
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Format: | eBook |
Language: | English |
Published: |
Dunbeath, Scotland : Boca Raton, Fla. :
Whittles Pub. ; CRC Press,
2010.
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Subjects: | |
ISBN: | 9781849950251 1849950253 1904445926 9781904445920 1439835713 9781439835715 |
Physical Description: | 1 online resource (xi, 211 pages) : illustrations |
LEADER | 05278cam a2200481 i 4500 | ||
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001 | kn-ocn849933549 | ||
003 | OCoLC | ||
005 | 20240717213016.0 | ||
006 | m o d | ||
007 | cr cn||||||||| | ||
008 | 130524s2010 stkad ob 001 0 eng d | ||
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020 | |a 9781849950251 |q (electronic bk.) | ||
020 | |a 1849950253 |q (electronic bk.) | ||
020 | |a 1904445926 |q (Trade Paper) | ||
020 | |a 9781904445920 |q (Trade Paper) | ||
020 | |a 1439835713 | ||
020 | |a 9781439835715 | ||
020 | |z 9781439835715 | ||
020 | |z 9781904445920 | ||
035 | |a (OCoLC)849933549 |z (OCoLC)923517258 |z (OCoLC)957333276 |z (OCoLC)961496381 |z (OCoLC)961847781 |z (OCoLC)962628752 |z (OCoLC)988507202 |z (OCoLC)992032906 |z (OCoLC)999509600 |z (OCoLC)1037916942 |z (OCoLC)1038652956 |z (OCoLC)1045469813 |z (OCoLC)1055385657 |z (OCoLC)1058193243 |z (OCoLC)1081230880 |z (OCoLC)1153522442 |z (OCoLC)1228574461 | ||
100 | 1 | |a Ghosh, Karuna Moy. | |
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. ; |a Boca Raton, Fla. : |b CRC Press, |c 2010. | |
300 | |a 1 online resource (xi, 211 pages) : |b illustrations | ||
336 | |a text |b txt |2 rdacontent | ||
337 | |a computer |b c |2 rdamedia | ||
338 | |a online resource |b cr |2 rdacarrier | ||
504 | |a Includes bibliographical references and index. | ||
506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
520 | 8 | |a Rigorous analysis of a complete structure. | |
505 | 0 | |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 | |
505 | 8 | |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) | |
505 | 8 | |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 | |
505 | 8 | |a 6.3 Design of stanchions in melting bay along line A6.4 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 | |
505 | 8 | |a 8.1 Vertical bracing systems along stanchion line A8.2 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 | |
590 | |a Knovel |b Knovel (All titles) | ||
650 | 0 | |a Building, Iron and steel. | |
650 | 0 | |a Structural design. | |
655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
655 | 9 | |a electronic books |2 eczenas | |
776 | 0 | 8 | |i Print version: |a Ghosh, Karuna Moy. |t Practical design of steel structures. |d Dunbeath : Whittles, 2010 |z 9781904445920 |w (OCoLC)489636904 |
856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpPDSS0002/practical-design-of?kpromoter=marc |y Full text |