Transcription of Practical Design to Eurocode 2
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Practical Design to Eurocode 2
Autumn 2016 TCC's Eurocode 2 Webinar course: lecture 41 Practical Design to Eurocode 2 The webinar will start at 414thOctober 2015 Autumn 2016 TCC's Eurocode 2 Webinar course: lecture 42 Week 3 Model Answers to Cover = 35 mm to each facefck= 30 MPaDesign the beam in flexure and shearGk= 10 kN/m, Qk= kN/m (Use EC0 eq. ) 8 m300450 Beam Exercise Flexure & ShearAutumn 2016 TCC's Eurocode 2 Webinar course: lecture 43 Exp ( ) Remember this from the first week? Aide memoireOrConcise Table :- Load, Mult, d, K, K , (z/d,) z, As, VEd, Asw/s mmArea, 2016 TCC's Eurocode 2 Webinar course: lecture 44 Solution - FlexureULS load per m= (10 x + x ) = kN/mMult= x 82/8= 186 kNmd= 450 - 35 - 10 32/2 = 389 mm1370303893001018626ck2. fbdMKK<K No compression reinforcement required 26ydsmm1280334x43510x186 zfMAProvide 3 H25 (1470 mm2)K = - ShearShear force, VEd= x 8 /2 = 93 kNShear stress:vEd= VEd/( ) = 93 x 103/(300 x x 389)= MPavRd= MPavRd> vEd cot = vEdbw/(fywdcot )Asw/s= x 300 /(435 x )Asw/s= mmTry H8 links with 2 legs, Asw= 101 mm2s < 101 = 420 mm Maximum spacing = d= x 389 = 292 mm provide H8 links at 275 mm spacingAutumn 2016 TCC's Eurocode
Oct 12, 2016 · l0 = 0,85 l1 l0 = 0,7 l2 l0 = 0,15 l2 + l3 l0, is the distance between points of zero moment , viz: Effective Flange Width (5.3.2.1) As week 2 leff = ln + a1 + a2 • The design moment and reaction for monolithic support should generally be taken as the greater of the elastic and redistributed values • Critical design moment usually at face ...
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