EC 2

EC 2 Ultimate strain – 0.0035 (will reduce for 60 N/mm 2 and above concrete strent! "ll desin based on c!aracteristic c#linder strent! f ck C35/$5 will refer as% C35 – c!aracteristic c#linder strent! and C$5 as c!aracteristic cube strent! &tatic 'odulus – E cm % #namic modulus of elasticit# – E d E cm ) (*.25 E d – *+, -N/m 2 &teel s eci ed c!aracteristic strent!% f #- ) 500 N/mm 2 " lied force ) actions1 C!aracteristic action ) mean action ) *.6$ standard deviations artial 4actor of &afet# for 'aterial ) characteristic strength ( f k ) parftial factor of safety ( γ m ) esin value of action ) c!aracteristic action artial factor ( f , ermanent action (7 -,% 8ariable action (9 -, 4avourable – reduces t!e bendin moment Unfavourable – increase in bendin moment

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EC 2Ultimate strain 0.0035 (will reduce for 60 N/mm2 and above concrete strengthAll design based on characteristic cylinder strength fckC35/45 will refer as, C35 characteristic cylinder strength and C45 as characteristic cube strengthStatic Modulus Ecm , Dynamic modulus of elasticity Ed Ecm = (1.25Ed 19) kN/m2Steel specified characteristic strength, fyk = 500 N/mm2 Applied force = actionsCharacteristic action = mean action = 1.64 standard deviationsPartial Factor of Safety for Material = Design value of action = characteristic action x partial factor (f)Permanent action (Gk), Variable action (Qk)Favourable reduces the bending momentUnfavourable increase in bending moment