Transcription of REINFORCED CONCRETE DESIGN TO EC2
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REINFORCED CONCRETE DESIGN TO EC2
REINFORCED . CONCRETE . DESIGN TO EC2. FORMULAE AND DESIGN RULES. FOR TEST AND FINAL EXAMINATION. 4th. Edition January 2014. CONTENTS Page STRENGTH AND CHARACTERISTIC OF CONCRETE 1. - Table : Strength and deformation characteristics for CONCRETE (Ref. Section 3: MS EN 1992-1-1: 2010). - Table : Recommended limiting values for composition and properties of CONCRETE (Ref. Section 3: EN 206-1: 2000). INDICATIVE DESIGN WORKING LIFE 3. (Ref. Section : MS EN 1990: 2010). - Table : Indicative DESIGN working life EFFECTIVE WIDTH OF FLANGES (ALL LIMIT STATES) 3. (Ref. Section : MS EN 1992-1-1: 2010). - Figure : Definition of lo for calculation of effective flanged width - Figure : Effective flanged width parameters DURABILITY, FIRE AND BOND REQUIREMENTS 4. (Ref. Section 4: MS EN 1992-1-1: 2010). - Exposure Class - Table : Exposure class related to environmental conditions in accordance with EN 206-1.
REINFORCED CONCRETE DESIGN TO EC2 FORMULAE AND DESIGN RULES FOR TEST AND FINAL EXAMINATION ... - Procedure for Calculating Transverse Shear Reinforcement in Flanged ... MS EN 1992-1-1: 2010) - Table 7.4N: Basic span/effective depth ratio (Typical values for rectangular section for steel grade f yk = 500 N/mm 2 and concrete class C30/35) 9.0 ...
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