Design aids for EC2 : design of concrete structures : design aids for ENV 1992-1-1, Eurocode 2, part 1 /: design of concrete structures : design aids for ENV 1992-1-1, Eurocode 2, part 1. ([2014?])

• Record Type: Book
• Other Titles: Design aids for Eurocode 2
• Further Information: Note: Betonvereniging, The Concrete Society, Deutscher Beton-Verein.
• Other Names: Betonvereniging.; Concrete Society.; Deutscher Beton-Verein.
• Contents: Book Cover -- Half-Title -- Title -- Copyright -- Contents -- Preface -- 1 General information -- 1.1 Construction products directive and European harmonized standards for concrete structures -- 1.2 Future European code of practice for concrete structures -- 1.3 Safety concept relevant to any type of construction material -- 1.4 Eurocode 2 for the design and execution of concrete structures -- 1.4.1 General -- 1.4.2 Contents of Eurocode 2: principles and application rules: indicative numerical values -- 1.4.3 Essential requirements for design and execution -- 1.5 References -- 2 Main symbols used in EC2 -- 3 Overview of flow charts -- 4 Design requirements -- 4.1 Combinations of actions -- 4.2 Categories and values of imposed loads -- 4.3 factors -- 4.4 Partial safety factors for actions -- 4.5 Partial safety factors for materials -- 5 Calculation methods -- 5.1 Flat slabs -- 5.1.1 Introduction -- 5.1.2 Equivalent frame method -- 5.1.3 Use of simplified coefficients -- 5.1.4 Reinforcement -- 5.2 Strut-and-tie models -- 6 Material properties -- 6.1 Concrete -- 6.2 Reinforcing steel -- 6.3 Prestressing steel -- 7 Basic design -- 7.5 Prestressed concrete -- 7.5.1 Material properties -- 7.5.2 Minimum number of tendons -- 7.5.3 Initial prestressing force -- 7.5.4 Loss of prestress -- 7.5.5 Anchorage -- 8 Bending and longitudinal force -- 8.1 Conditions at failure -- 8.2 Design of rectangular sections subject to flexure only -- Flanged beams -- Minimum reinforcement -- 8.5 Design charts for columns (combined axial and bending) -- 9 Shear and torsion -- 9.1 Shear -- 9.1.1 General -- 9.1.2 [4.17 and 4.18] -- 9.1.3a Standard method [4.19, 4.20 and 4.25] -- 9.1.3b Variable strut inclination method [4.26 and 4.28] -- 9.1.4 [4.15 and 4.16] -- 9.1.5 [4.24 and 4.29] -- 9.2 Torsion -- 9.2.1 General -- 9.2.2 [4.40] -- 9.2.3a [4.43] -- 9.2.3b [4.43]. 9.2.3c [4.43] -- 9.2.4 [4.43] -- 9.3 Combination of torsion and shear -- 10 Punching -- 10.1 General -- 10.2a for circular loaded areas [4.50] -- 10.2b for rectangular loaded areas [4.50] -- 10.3 [4.56] -- 10.4a circular loaded areas [4.58] -- 10.4b rectangular loaded areas [4.58] -- 11 Elements with second order effects -- 11.1 Determination of effective length of columns -- 12 Control of cracking -- 13 Deflections -- 13.1 General -- 13.2 Ratios of span to effective depth -- 13.3 Calculation of deflection -- 14 Detailing -- 14.1 Bond conditions -- 14.2 Anchorage and lap lengths -- 14.3 Transverse reinforcement -- 14.4 Curtailment of bars in flexural members -- 15 Numerical examples designed to ENV 1992-1-1 -- 15.1 Introduction -- 15.2 References -- 15.2 References -- 15.3 Calculation for an office building -- 15.3.1 Floor plan, structural details and basic data -- 15.3.1.1 Floor plan of an office building -- 15.3.1.2 Structural details of an office building -- 15.3.1.3 Basic data of structure, materials and loading -- 15.3.2 Calculation of a flat slab -- 15.3.2.1 Actions -- 15.3.2.2 Structural model at the ultimate limit states (finite element grid) -- 15.3.2.3 Design values of bending moments (example) -- 15.3.2.4 Design of bending at the ultimate limit states -- 15.3.2.5 Ultimate limit state for punching shear -- 15.3.2.6 Limitation of deflections -- 15.3.3 Internal column -- 15.3.4 Facade element -- 15.3.5 Block foundation -- 15.4 Calculation for a residential building -- 15.4.2 Continuous slab (end span) -- 15.4.2.1 Floor span and idealization of the structure -- 15.4.2.2 Limitation of deflections -- 15.4.2.3 Actions -- 15.4.2.4 Structural analysis -- 15.4.2.5 Design at ultimate limit states for bending and axial force -- 15.4.2.6 Design for shear -- 15.4.2.7 Minimum reinforcement for crack control -- 15.4.2.8 Detailing of reinforcement. 15.4.2.8.1 Minimum reinforcement areas for the avoidance of brittle failure -- 15.4.2.8.2 Basic anchorage length -- 15.4.2.8.3 Anchorage at the discontinuous edges -- 15.4.2.8.4 Anchorage at the continuous edges -- 15.4.2.8.5 Lap lengths of mesh fabrics in y-direction -- 15.4.3 Continuous edge beam (end span) -- 15.4.3.1 Structural system -- 15.4.3.2 Actions -- 15.4.3.3 Structural analysis -- 15.4.3.4 Design of span 1 for bending -- 15.4.3.5 Design for shear -- 15.4.3.6 Control of cracking -- 15.4.3.7 Detailing of reinforcement -- 15.4.4 Braced transverse frame in axis E -- 15.4.4.1 Structural system -- cross-sectional dimensions -- 15.4.4.2 Actions -- 15.4.4.3 Structural analysis -- 15.4.4.4 Design for the ultimate limit states -- 15.4.4.4.1 Basic data -- 15.4.4.4.2 Design of the beam for the ultimate limit states of bending and longitudinal force -- 15.4.4.3 Design of the beam for shear -- 15.4.4.4.4 Design for the ultimate limit states induced by structural deformations (buckling) -- 15.4.4.5 Detailing of reinforcement -- 15.4.4.5.1 Columns -- 15.4.4.5.2 Beam -- Calculation for a residential building -- 15.5.1 Floor plan -- elevation -- 15.5.2 Calculation of prestressed concrete beam -- 15.5.2.1 Basic data -- 15.5.2.2 Actions -- 15.5.2.3 Action effects due to Gk, 1, Gk, 2 and Qk -- 15.5.2.4 Action effects due to prestress -- 15.5.2.5 Design for the ultimate limit states for bending and longitudinal force -- 15.5.2.6 Design for shear -- 15.5.3 Calculation of edge column subjected to crane-induced actions -- 15.5.3.1 Basic data and design value of actions -- 15.5.3.2 Design values of actions -- 15.5.3.3 Design of the column for the ultimate limit states induced by structural deformations -- 15.5.3.4 Design of the column -- detailing of reinforcement -- 15.5.3.5 Ultimate limit state of fatigue -- 15.5.3.5.1 General -- 15.5.3.5.2 Combination of actions. 15.5.3.5.3 Damage factor DSd -- 15.5.3.5.4 Calculation of the stress range s -- 15.5.3.5.5 Calculation of the stress range c -- 15.5.3.5.6 Verification of the fatigue strength of the reinforcing steel -- 15.5.3.5.7 Verification of the fatigue strength of concrete -- 15.6 Guidance for the calculation of the equivalent stress range s, equ for reinforcing steel and of the S-N curve for concrete in compression using the single load level method -- 15.6.1 Reinforcing steel -- 15.6.2 Concrete -- 15.7 Design of purpose-made fabrics -- Index.
• Publisher Details: Boca Raton : CRC Press
• Publication Date: 2014
• Copyright Date: 1997
• Extent: 1 online resource (viii, 244 pages), illustrations
• Subjects: 624.1834; Concrete construction -- Standards; Electronic books. -- local; Eurocodes (Standards); Electronic books
• Languages: English
• ISBNs: 9781482294927; 1482294923
• Related ISBNs: 9780419211907; 041921190X
• Notes: Note: Includes bibliographical references and index.
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.