Practical Design to Eurocode 2 - concretecentre.com

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Autumn 2016TCC's Eurocode 2 Webinar course: lecture 41Practical Design to Eurocode 2The webinar will start at 414thOctober 2015Autumn 2016TCC's Eurocode 2 Webinar course: lecture 42Week 3Model Answers to Cover = 35 mm to each facefck= 30MPaDesign the beam in flexure and shearGk= 10 kN/m, Qk= kN/m (Use EC0 eq. ) 8 m300450Beam Exercise Flexure & ShearAutumn 2016TCC's Eurocode 2 Webinar course: lecture 43Exp ( ) Remember this from the first week? Aide memoireOrConcise Table :- Load, Mult, d, K, K , (z/d,) z, As, VEd, Asw/s mmArea, 2016TCC's Eurocode 2 Webinar course: lecture 44Solution - FlexureULS load per m= (10 x + x ) = kN/mMult= x 82/8= 186 kNmd= 450 - 35 - 10 32/2 = 389 mm1370303893001018626ck2.

Oct 12, 2016 · TCC's Eurocode 2 Webinar course: lecture 413 Sections 5.4 & 5.5 Linear Elastic Analysis • Linear elastic analysis may be carried assuming: – uncracked sections (concrete section only) – linear stress-strain relationships – mean value of the modulus of elasticity • Linear elastic analysis may be used for both ULS and SLS

  Lecture, Elasticity