Practical Design to Eurocode 2
methods we looked at for flexural design. From the analysis obtain the following data: • Ultimate axial load, NEd • Ultimate moment at the top of the column, Mtop • Ultimate moment at the bottom of the column, Mbottom Other first order effects are due to geometric imperfections. Second order effects, effects due to changes in geometry,
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Practical Design to Eurocode 2
concretecentre.com10 23 Nov Jenny Burridge Foundations Course Outline. Lecture 10 23 rd November 2017 Foundations. Lecture 9 Exercise Lap length for column longitudinal bars. Column lap length exercise H25’s ... 3 All other structures Abnormal risks Large or unusual structures. EC7 –ULS Design EC7 provides for three Design Approaches
Lecture 9 Detailing - PHG - A1 - Rev 12 - 16 Nov 17 ...
concretecentre.comEC2 Webinar – Autumn 2017 Lecture 9/4 The design value of the ultimate bond stress, fbd = 2.25 η1η2fctd where fctd should be limited to C60/75 η1 = 1 for ‘good’ and 0.7 for ‘poor’ bond conditions η2 = 1 for φ ≤ 32, otherwise (132- φ)/100 Ultimate bond stress EC2: Cl. 8.4.2 Concise: 11.5
Specifying Sustainable Concrete to BS 8500
concretecentre.comXF3: High water saturation, (no de-icing agent) XF4: High water saturation (de-icing agent) XC: Corrosion induced by carbonation XD: Corrosion induced by chlorides XS: Corrosion induced by chlorides from sea XF: Freeze-thaw attack AC: Chemical attack Exposure classification XC: Corrosion induced by carbonation XD: Corrosion induced by chlorides
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