To use deformation compatibility equations to calculate loads and deflections for statically indeterminate axially loaded columns. As shown, two composite columns of steel and concrete are used to support a rigid platform. The columns are cylindrical, with a steel bar encased in concrete. The outer diameter of each column is dc = 26 cm . The steel in the left column has a diameter of d1 = 13 cm . A load of P = 56 kN is applied with L1 = 1.8 m and L2 = 1.9 m . The height of the columns is h = 2.2 m . The moduli of elasticity for steel and concrete are Es = 200 GPa and Ec = 30 GPa , respectively.
To use deformation compatibility equations to calculate loads and deflections for statically indeterminate axially loaded columns. As shown, two composite columns of steel and concrete are used to support a rigid platform. The columns are cylindrical, with a steel bar encased in concrete. The outer diameter of each column is dc = 26 cm . The steel in the left column has a diameter of d1 = 13 cm . A load of P = 56 kN is applied with L1 = 1.8 m and L2 = 1.9 m . The height of the columns is h = 2.2 m . The moduli of elasticity for steel and concrete are Es = 200 GPa and Ec = 30 GPa , respectively.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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To use deformation compatibility equations to calculate loads and deflections for statically indeterminate axially loaded columns.
As shown, two composite columns of steel and concrete are used to support a rigid platform. The columns are cylindrical, with a steel bar encased in concrete. The outer diameter of each column is dc
= 26 cm . The steel in the left column has a diameter of d1 = 13 cm . A load of P = 56 kN is applied with L1 = 1.8 m and L2 = 1.9 m . The height of the columns is h = 2.2 m . The moduli of elasticity for steel and concrete are Es = 200 GPa and Ec = 30 GPa , respectively.
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