Consider a 16ft-long canoe (A-E) shown in Figure 3.1 with two individuals positioned at B and D. respectively. Assume that the buoyant force of the water (po) is uniformity distributed over the length of the canoe as shown below. The weight of the person at B is 200 lb. Assume that the canoe does not move and is in equilibrium. a) Determine the weight of the person at D (Reminder: The canoe is in equilibrium and perfectly horizonal). b) Determine the amplitude of po c) Using the results from parts a) and b), draw the shear and bending moment diagrams between A and E (i.e., along points A, B, C, D, and E). 3 ft- 5 ft W₁ = 200 lb W E Po -8 ft 8 ft

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.