Transcription of Practical Design to Eurocode 2
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Practical Design to Eurocode 2
Practical Design to Eurocode 2 The webinar will start at SpeakerTitle121 Sep Jenny Burridge Introduction, Background and Codes228 Sep Charles GoodchildEC2 Background, Materials, Cover and effective spans35 Oct Paul GregoryBending and Shear in Beams412 Oct Charles Goodchild Analysis519 Oct Paul Gregory Slabs and Flat Slabs 626 Oct Charles Goodchild Deflection and Crack Control72 Nov Paul GregoryColumns89 Nov Jenny Burridge Fire916 NovPaul GregoryDetailing1023 Nov Jenny Burridge FoundationsCourse OutlineLecture 1023rdNovember 2017 FoundationsLecture 9 ExerciseLap length for column longitudinal barsColumn lap length exerciseH25 sH32 sLapDesign information C40/50 concrete 400 mm square column 45mm nominal cover to main bars Longitudinal bars are in compression Maximum ultimate stress in the bars is 390 MPaExercise:Calculate the minimum lap length using EC2 equation.
The essential features of EC7, Pt 1 relating to foundation design are discussed. Note: This publication covers only the design of simple foundations, which are a small part of EC7. ... See Decoding Eurocode 7 by A Bond & A Harris, Taylor & Francis. Spread Foundations EC7 Section 6 Three methods for design:
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