sxll carbon non second cold drawn flat steel q235 s235j Related introduction

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    E = modulus of elasticity.02 Strain Figure 2 Cyclic stress-strain curves for different steel grades The second step is to employ Neubers rule which relates the actual stress and strain in the material.6 0. is then computed as R = 2 a and the pseudo hot spot stress range is obtained by SL = E R The subscript L implies sxll carbon non second cold drawn flat steel q235 s235j

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