A. Solve the following system of equations by Gauss elimination method. [2 1 1 27 4 0 2 1x2 4. 3 2 2 0||xg 1 3 2 6

Consider the following beam with overhangs: A B You must provide the value of X. For example, if the answer is PL³ 20-EI C O X. PL³ EI L L Calculate the deflection at A (the end opposite of the load) and at D (under the load). Assume that both deflections are downward. The answers will be of the form L D = P enter "0.05" (1/20) in the Canvas quiz. Here are a few hints. You'll have to break up the integral over three segments (A to B, B to C, and C to D). On several spans, one of the moment diagrams will be zero. Remember that the definite integral of zero is equal to zero, i.e., f Oda 0. All the remaining integrals should involve triangles with integration factors of 1/3 and 1/6.

Two Dimensional Force System Let the force (F) shown below with the direction (0); we can resolve this force into two components: 1-Horizontal Component (Fx) which lies on X-axis. 2-Vertical Cor nent (Fy) which lies on Y-axis. y F Leca R

Determine the equations of the elastic curve using the coordinates and, specify the slope and deflection at B. EI is constant. W = 91 a = 3 L = 6