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 :Column lap length exerciseProcedure Determine the ultimate bond stress, fbdEC2 Equ.
• Eurocode 7: Geotechnical design ... 3 All other structures Abnormal risks Large or unusual structures. EC7 –ULS Design EC7 provides for three Design Approaches UK National Annex -Use Design Approach 1 –DA1 For DA1 (except piles and anchorage design) there are two
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