Chapter 5: 8RP (page 196)
is particular solution offor
Short Answer
The value of A is .
Chapter 5: 8RP (page 196)
is particular solution offor
The value of A is .
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Get started for freeA mass weighingpounds stretches a springfoot. The mass is initially released from a pointinches above the equilibrium position with a downward velocity of.
(a) Find the equation of motion.
(b) What are the amplitude and period of motion?
(c) How many complete cycles will the mass have completed at the end ofseconds?
(d) At what time does the mass pass through the equilibrium position heading downward for the second time?
(e) At what times does the mass attain its extreme displacements on either side of the equilibrium position?
(f) What is the position of the mass at?
(g) What is the instantaneous velocity at?
(h) What is the acceleration at?
(i) What is the instantaneous velocity at the times when the mass passes through the equilibrium position?
(j) At what times is the massinches below the equilibrium position?
(k) At what times is the massinches below the equilibrium position heading in the upward direction?
a) Experiment with a calculator to find an interval where is measured in radians, for which you think is a fairly good estimate.then use a graphing utility to plot the graphs of and on the same coordinate axes for do the graphs confirm you observations with the calculator?
b) Use a numerical solver to plot the solution curves of the initial-value problems.
and
The critical loads of thin columns depend on the end conditions of the column. The value of the Euler load in Example 4 was derived under the assumption that the column was hinged at both ends. Suppose that a thin vertical homogeneous column is embedded at its base and free at its topand that a constant axial load P is applied to its free end. This load either causes a small deflection as shown in Figure 5.2.9 or does not cause such a detection . In either case the differential equation for the detection is
FIGURE 5.2.9 Deflection of vertical column in Problem 24
(a) What is the predicted deflection when?
(b) When, show that the Euler load for this column is
one-fourth of the Euler load for the hinged column in
Example 4.
In Problems15 and 16find a homogeneous second-order Cauchy-Euler equation with real coefficients if the given numbers are rootsof its auxiliary equation.
Give an interval over which the set of two functionsandis linearly independent. Then give aninterval over which the set consisting ofandis linearlydependent.
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