Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)
Resource Information
The instance Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book) represents a material embodiment of a distinct intellectual or artistic creation found in University of Liverpool. This resource is a combination of several types including: Instance, Electronic.
The Resource
Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)
Resource Information
The instance Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book) represents a material embodiment of a distinct intellectual or artistic creation found in University of Liverpool. This resource is a combination of several types including: Instance, Electronic.
- Label
- Design of Steel Structures : Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings, (electronic book)
- Title remainder
- Eurocode 3 - Design of Steel Structures. Part 1-1 - General Rules and Rules for Buildings
- Medium
- electronic book
- Carrier category
- online resource
- Carrier category code
-
- cr
- Carrier MARC source
- rdacarrier
- Content category
- text
- Content type code
-
- txt
- Content type MARC source
- rdacontent
- Contents
-
- ""Cover ""; ""Title Page ""; ""Table of Contents ""; ""Foreword ""; ""Preface ""; ""Chapter 1: INTRODUCTION""; ""1.1. General Observations""; ""1.2. Codes of Practice and Normalization""; ""1.2.1. Introduction""; ""1.2.2. Eurocode 3""; ""1.2.3. Other standards""; ""1.3. Basis of Design""; ""1.3.1. Basic concepts""; ""1.3.2. Reliability management""; ""1.3.3. Basic variables""; ""1.3.3.1. Introduction""; ""1.3.3.2. Actions and environmental influences""; ""1.3.3.3. Material properties""; ""1.3.3.4. Geometrical data""; ""1.3.4. Ultimate limit states""; ""1.3.5. Serviceability limit states""
- ""1.3.6. Durability""""1.3.7. Sustainability""; ""1.4. Materials""; ""1.4.1. Material specification""; ""1.4.2. Mechanical properties""; ""1.4.3. Toughness and through thickness properties""; ""1.4.4. Fatigue properties""; ""1.4.5. Corrosion resistance""; ""1.5. Geometric Characteristics and Tolerances""; ""Chapter 2: STRUCTURAL ANALYSIS""; ""2.1. Introduction""; ""2.2. Structural Modelling""; ""2.2.1. Introduction""; ""2.2.2. Choice of member axis""; ""2.2.3. Influence of eccentricities and supports""; ""2.2.4. Non-prismatic members and members with curved axis""
- ""2.2.5. Influence of joints""""2.2.6. Combining beam elements together with two and three dimensional elements""; ""2.2.7. Worked examples""; ""2.3. Global Analysis of Steel Structures""; ""2.3.1. Introduction""; ""2.3.2. Structural stability of frames""; ""2.3.2.1. Introduction""; ""2.3.2.2. Elastic critical load""; ""2.3.2.3. 2nd order analysis""; ""2.3.3. Imperfections""; ""2.3.4. Worked example""; ""2.4. Classification of Cross Sections""; ""Chapter 3: DESIGN OF MEMBERS""; ""3.1. Introduction""; ""3.1.1. General""; ""3.1.2. Resistance of cross sections""; ""3.1.2.1. General criteria""
- ""3.1.2.2. Section properties""""3.1.3. Buckling resistance of members""; ""3.2. Tension""; ""3.2.1. Behaviour in tension""; ""3.2.2. Design for tensile force""; ""3.2.3. Worked examples""; ""3.3. Laterally Restrained Beams""; ""3.3.1. Introduction""; ""3.3.2. Design for bending""; ""3.3.2.1. Elastic and plastic bending moment resistance""; ""3.3.2.2. Uniaxial bending""; ""3.3.2.3. Bi-axial bending""; ""3.3.2.4. Net area in bending""; ""3.3.3. Design for shear""; ""3.3.4. Design for combined shear and bending""; ""3.3.5. Worked examples""; ""3.4. Torsion""; ""3.4.1. Theoretical background""
- ""3.4.1.1. Introduction""""3.4.1.2. Uniform torsion""; ""3.4.1.3. Non-uniform torsion""; ""3.4.1.4. Cross section resistance in torsion""; ""3.4.2. Design for torsion""; ""3.4.3. Worked examples""; ""3.5. Compression""; ""3.5.1. Theoretical background""; ""3.5.1.1. Introduction""; ""3.5.1.2. Elastic critical load""; ""3.5.1.3. Effect of imperfections and plasticity""; ""3.5.2. Design for compression""; ""3.5.3. Worked examples""; ""3.6. Laterally Unrestrained Beams""; ""3.6.1. Introduction""; ""3.6.2. Lateral-torsional buckling""; ""3.6.2.1. Introduction""
- ""3.6.2.2. Elastic critical moment""
- Control code
- PurchEBL1603107
- Dimensions
- unknown
- Extent
- 1 online resource (456 p.)
- Form of item
- electronic
- Governing access note
- There is no limit to the number of simultaneous users but there is a limit of 325 uses (cumulative between all users) in each 12 month period, from the date of purchase. Library staff are alerted when the remaining number of uses is low and will decide whether to buy another copy.Printing is restricted to 20% of the total pages of the ebook, per patron. Copying and pasting is restricted to 5% of the total pages of the ebook, per person. However, printing and copy and paste permissions in excess of this may be granted by some publishers
- Isbn
- 9783433030912
- Media category
- computer
- Media MARC source
- rdamedia
- Media type code
-
- c
- Record ID
- b3837605
- Specific material designation
- remote
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