Question: Please answer only Question #2 and write a MatLab code. Thank you. A bar with uniform cross-sectional area A, elastic modulus E, and length L

Please answer only Question #2 and write a MatLab code. Thank

Please answer only Question #2 and write a MatLab code. Thank you.

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 .02m^2, the Young's modulus E as 210 GPa (Steel ASTM A36), K = 1 000kN/m AE d^2 u(x)/dx^2 = -q(x): 0

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