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 .02m, the Young’s modulus E as 210 GPa (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) =-g(x):0