Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
Notes on this paper
National Examination — Statics and Dynamics (04-BS-3), December 2014. 3 hours, closed book (one 8.5"×11" self-prepared note sheet permitted). Candidates were required to complete 2 of the 3 questions in Part A (Statics) and 2 of the 3 questions in Part B (Dynamics); every question in both parts is solved below.
Check — figure readings (Questions 1 and 3): (1) In Figure 1's truss only three members meet at joint D (C–D, D–B, D–E) — there is no separate C–E member, and the truss coordinates are A(0,0), B(4,0), C(1,2), D(3,2.6), E(7,4) m. (2) Figure 3A's axial dimension stack (2+4+2+4+2 = 14 in) does not sum to the labelled overall height of 16 in unless the hub's "2 in." label is read as a half-thickness measured from the shaft centreline (giving a full hub thickness of 4 in, which closes the stack exactly: 2+4+4+4+2 = 16 in). Both readings are disclosed here and used consistently in the solutions below.
Given. A and E are fixed pivots; bar AB is horizontal (19 in). From the dimension chain, taking A as the origin: $A=(0,0)$, $B=(19,0)$, $D=(26,-24)$, $E=(11,-16)$ in. $\omega_{AB}=4\ \text{rad/s}$ CCW, constant ($\alpha_{AB}=0$).
Figure 4 — four-bar linkage in the position shown.
Approach. Use the relative-velocity and relative-acceleration equations for rigid links, $\mathbf v_D=\mathbf v_B+\boldsymbol\omega_{BD}\times\mathbf r_{B/D}\cdots$ written twice (once through B, once about the fixed pivot E) and match components; repeat with the acceleration equation, using $\alpha_{AB}=0$.
Velocity of B.
$$\mathbf v_B = \boldsymbol\omega_{AB}\times\mathbf r_{B/A} = 4\hat k\times(19,0,0) = (0,\,76,\,0)\ \text{in/s}$$
Acceleration of B ($\alpha_{AB}=0$, so only centripetal remains):
$$\mathbf a_B = -\omega_{AB}^2\,\mathbf r_{B/A} = -16(19,0,0) = (-304,\,0,\,0)\ \text{in/s}^2$$