P2 P D C -a - b - A Şekil 14-2.5 i6 6
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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14-2.5: The stress-strain curve of the axially loaded bar BC is binary and linear, with ϭA=400 MPa, ϭ=500 MPa ,ꜪA=0.004, Ꜫ= 0.016 . Find the total axial displacement at point C. External loads P1=1.6 kN, P2=1.2 kN, cross-sectional area A=10 mm2, bar dimensions a=600 mm, b=300 mm
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