• A. J. Clark School of Engineering •Department of Civil and Environmental Engineering • A. J. Clark School of Engineering •Department of Civil and Environmental Engineering • A. J. Clark School of Engineering •Department of Civil and Environmental Engineering Third Edition LECTURE 3 2.8 Chapter by Dr. Ibrahim A. Assakkaf SPRING 2003 ENES 220 – Mechanics of Materials Department of Civil and Environmental Engineering University of Maryland, College Park RODS: AXIAL LOADING AND DEFORMATION LECTURE 3. RODS: AXIAL LOADING AND DEFORMATION (2.8) Slide No. 1 ENES 220 ©Assakkaf Deformations of Members under Axial Loading Uniform Member – Consider a homogeneous rod as shown in the figure of the next viewgraph. – If the resultant axial stress σ = P/A dos not exceed the proportional limit of the material, then Hooke’s law can applied, that is elasticity of modulus strain axial stress, axial = = = = E E ε σ ε σ
RODS: AXIAL LOADING AND DEFORMATION
May 17, 2023
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