attached photo is about lateral vib. of Euler
bernoulli beam for centilever beam.
I want to know how Wn(x) derived. I know that the boundary
conditions and the force equation but I cannot get the Cn and an on
the picture.
attached photo is about lateral vib. of Euler bernoulli beam for centilever beam. I want to...
4. Consider the transverse bending vibration of the uniform Euler-Bernoulli beam shown in Fig. P-4, where w(a.t) is the transverse displacement, m is the mass per unit length, and El is the bending stiffness. The beam is sliding-guided without friction at its two ends, 0, = l, which yields boundary conditions of zero slope and zero shear (3rd derivative of w) at both ends. Answer the following questions. Assume that there is no effect of gravitational force. (다음 그림 Fig....
We want to find a fundamental solution of the stationary equation for a simply supported beam, i.e., a function g(x, ) satisfying dtg da (z ), with boundary conditions 9(0.5) = g"(0,E) = g( 1, ξ)「g',(1,E) = 0. i) Find a causal fundamental solution, i.e., a function E satisfying and E(z) = 0 for z < ξ. (3 Marks) Add a solution of the homogeneous equationO to E to obtain a function that satisfies the boundary conditions. (2 Marks) i)...
I want just c^n Let u be the solution to the initial boundary value problem for the Heat Equation, дли(t, х) — 5 дғи(t, х), te (0, co) хE (0, 1); with initial condition хе х, u(0, х) %—D f(x) 1 хе 2 and with boundary conditions u(t, 0) 0 дди(t, 1) 3 0. Find the solution u using the expansion u(t, х) = "(х)"n ()"а ", n=1 with the normalization conditions | Un(0) 1 Wn = ]. (2n -...
Help with SIMULINK of Matlab: I want to put the transfer function,, but how do I put function 2, so that it comes out as well as the original function, what should I put in the numerator and denominator? .. I know that I cannot use the constant (s) in the block, for that reason I find it difficult to put that equation in the block and the program works for me! PLease, write clearly the final answer for numerator...
Solve differential equation y'' = -(y')^2 - y + ln(x) with boundary conditions y(1) = 0 and y(2) = ln2. I know that the answer is y = ln(x) but don't know how to get started.
hi i am in a fluid dynamics class and need some help with the question attached. please be specific and write out all steps so i know how to do the problem. A belt moves upward at velocity V, dragging a film of viscous liquid of constant thickness h. Near the belt, the film moves upward due to no slip. At its outer edge, the film moves downward due to gravity. - liquid dynamic viscosity: u density:P belt 1- Using...
7. I want to bond two alumina plates together. I put a thin layer of SiO, glass in between then heat to high T. Eventually mulie (ALO2Sio,) forms. (a) What are the boundary conditions, and which case is this representative of, and which equation would you use? (b) What else would you like to know? (c) How would you predict if mullite will form, how would you use thermodynamics? 7. I want to bond two alumina plates together. I put...
Question about MATLAB boundary value problem. How can I solve the following problems? I would appreciate if you could briefly explain how you get the answer. (In the second problem, the selected answer is not correct.) Given the differential equation: u" + 2u' - xu = 0 subject to the boundary conditions: du/dx (x = 0) = 4 u(x = 5) = 10 This is to be solved using a second-order accurate in space method with x = 0.1. Which...
help with all except numbers 21-26 16. Solve the differential equation by using the Cauchy-Euler Equation 17. Find the solution to the given Initial Value Problem using Green's Theorem 0,y'(0)s 0 y(0) y" + 6y' + 9y x, 18. Find the solution to the given Boundary Value Problem y" ty-1, y(O)0, y(1) 19. Solve the system of differential equations by systematic elimination. dy dt dt 20. Use any procedure in Chapter 4 to solve the differential equation subjected to the...
Those two questions are about deflection of beam. But i can t understand the method. it s moment-area method? if not, i wonder that method in this photo to get answer thank you 예제 1, 외팔보, 하중점 x=L의 처짐을 구하시오 팔길이는 L-x P(L-a) PL 3EI 예제 2, 단순지지보. 하중점 x=a의 처짐을 구하시오. L=a+b x=L까지 팔길이는 L-x EIL に0 dr 하중점까지 팔길이는 a-z dv 3EIL 예제 1, 외팔보, 하중점 x=L의 처짐을 구하시오 팔길이는 L-x P(L-a) PL 3EI 예제 2, 단순지지보. 하중점...