Chapter 7: Problem 12
12\. $$\frac{s+1}{\left(s^{2}+1\right)^{2}}$$
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Chapter 7: Problem 12
12\. $$\frac{s+1}{\left(s^{2}+1\right)^{2}}$$
These are the key concepts you need to understand to accurately answer the question.
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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 \(B . ]\)
$$f ( t ) = \frac { t } { t ^ { 2 } - 1 }$$
\(\int_{-\infty}^{\infty} e^{-2 t} \delta(t+1) d t\)
$$\begin{array}{l}{y^{\prime \prime}+2 y^{\prime}-3 y=\delta(t-1)-\delta(t-2)} \\\ {y(0)=2, \quad y^{\prime}(0)=-2}\end{array}$$
\(\begin{array}{ll}{x^{\prime}-2 x+y^{\prime}=-(\cos t+4 \sin t) ;} & {x(\pi)=0} \\ {2 x+y^{\prime}+y=\sin t+3 \cos t ;} & {y(\pi)=3}\end{array}\)
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