The singular force P of the 1/2 length of the circular bar of constant cross section, which is flush-mounted on both sides shown below, acts. The modulus of elasticity E, the cross- sectional area A and the length of the bar (1) are known. Calculate the displacement at x1 = 1/2 by using the RITZ method, neglecting the rod's own load and the Poisson effect. Note: Use the equation for the displacement function. 4, (x; ) = a, + a,X; +a, X2 P- · X1 l12 I12 X1 = 1 X1 = 0 X1 = 12
The singular force P of the 1/2 length of the circular bar of constant cross section, which is flush-mounted on both sides shown below, acts. The modulus of elasticity E, the cross- sectional area A and the length of the bar (1) are known. Calculate the displacement at x1 = 1/2 by using the RITZ method, neglecting the rod's own load and the Poisson effect. Note: Use the equation for the displacement function. 4, (x; ) = a, + a,X; +a, X2 P- · X1 l12 I12 X1 = 1 X1 = 0 X1 = 12
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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