Axial Forces Column Krowns Circular Cross sectional area Axial Compression: Elastic Modulus top half: Elastic Modulus bottom half 5m 5m 600 kN 20.000 mm² 600 kN 12,000 MPa 10,000 MPa 1) What is the Axial Stress at any point in the top half of column? 2) What is the Axial strain at some point in the top half column? 3) What is the Axial Stress at any point in the bottom half of column? 4) What is the Axial strain at some point in the bottom half of column? 5)Calculate the axial deformation of the column from the Compression Force
Axial Forces Column Krowns Circular Cross sectional area Axial Compression: Elastic Modulus top half: Elastic Modulus bottom half 5m 5m 600 kN 20.000 mm² 600 kN 12,000 MPa 10,000 MPa 1) What is the Axial Stress at any point in the top half of column? 2) What is the Axial strain at some point in the top half column? 3) What is the Axial Stress at any point in the bottom half of column? 4) What is the Axial strain at some point in the bottom half of column? 5)Calculate the axial deformation of the column from the Compression Force
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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