Chapter 7: Problem 15
\(\frac{8 s-2 s^{2}-14}{(s+1)\left(s^{2}-2 s+5\right)}\)
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Chapter 7: Problem 15
\(\frac{8 s-2 s^{2}-14}{(s+1)\left(s^{2}-2 s+5\right)}\)
These are the key concepts you need to understand to accurately answer the question.
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\(\begin{array}{ll}{x^{\prime}=3 x+y-2 z ;} & {x(0)=-6} \\ {y^{\prime}=-x+2 y+z ;} & {y(0)=2} \\ {z^{\prime}=4 x+y-3 z ;} & {z(0)=-12}\end{array}\)
Figure 7.29 shows a beam of length 2\(\lambda\) that is imbed- ded in a support on the left side and free on the right. The vertical deflection of the beam a distance \(x\) from the support is denoted by \(y(x) .\) If the beam has a concen- trated load L acting on it in the center of the beam, then the deflection must satisfy the symbolic boundary value problem $$E I y^{(4)}(x)=L \delta(x-\lambda)$$ $$y(0)=y^{\prime}(0)=y^{\prime \prime}(2 \lambda)=y^{\prime \prime \prime}(2 \lambda)=0$$ where \(E,\) the modulus of elasticity, and \(I,\) the moment of inertia, are constants. Find a formula for the dis- placement \(y(x)\) in terms of the constants \(\lambda, L, E,\) and I. [Hint: Let \(y^{\prime \prime}(0)=A\) and \(y^{\prime \prime \prime}(0)=B .\) First solve the fourth-order symbolic initial value problem and then use the conditions \(y^{\prime \prime}(2 \lambda)=y^{\prime \prime \prime}(2 \lambda)=0\) to determine \(A\) and \(B . ]\)
$$t \delta(t-1)$$
21\. $$\begin{array}{l}{y^{\prime}(t)+y(t)-\int_{0} y(v) \sin (t-v) d v=-\sin t}, \\ {y(0)=1}\end{array}$$
\(y^{\prime \prime}+5 y^{\prime}+6 y=t u(t-2)\) \(y(0)=0, \quad y^{\prime}(0)=1\)
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