![1. A bar with uniform cross-sectional area A, elastic modulus E, and length L is loaded with distributed loads q(x). The bar is fixed on the left end and attach to the spring of stiffness K, which is relaxed when the bar is undeformed A as .02m2, the Youngs modulus E as 210 G Pa (Steel ASTM A36), K = 1 000kN/m Spring constant K F( spring) ← Cross sectional Area: A(m2 L (m) d2u(x) dx2 B. C: u(0)=0,F=-Ku(L) (2x)2 L2 x=[0,5] g(x) = 2x 2 (40 points) Write a MATLAB program which: Takes as input: Length of the bar, number of intervals N and qo- Assembles the FD matrices Run your program using length L#5 (unit: m), qo-5 (unit: KN), and when N=2,4,8 and N= 16. - 2. (10 points) Find the exact solution to the problem, then plot the exact solution with FD solutions for N-2, 4, 8 and N=16 on the same plot.](https://media.cheggcdn.com/media%2F7f3%2F7f339148-8c25-47cf-a186-a2412078d187%2Fimage)
1. A bar with uniform cross-sectional area A, elastic modulus E, and length L is loaded with distributed loads q(x). The bar is fixed on the left end and attach to the spring of stiffness K, which is relaxed when the bar is undeformed A as .02m2, the Young’s modulus E as 210 G Pa (Steel ASTM A36), K = 1 000kN/m Spring constant K F( spring) ← Cross sectional Area: A(m2 L (m) d2u(x) dx2 B. C: u(0)=0,F=-Ku(L) (2x)2 L2 x=[0,5] g(x) = 2x 2′ (40 points) Write a MATLAB program which: Takes as input: Length of the bar, number of intervals N and qo- Assembles the FD matrices Run your program using length L#5 (unit: m), qo-5 (unit: KN), and when N=2,4,8 and N= 16. – 2. (10 points) Find the exact solution to the problem, then plot the exact solution with FD solutions for N-2, 4, 8 and N=16 on the same plot.
