1. Analyze the beam in Figure P10.7. Draw the shear and moment curves. Given: E = 29,000 ksi and I = 100 in.4.
2. If no vertical deflection is permitted at end A for the beam in Figure P10.8, compute the required weight W that needs to be placed at midspan of CD. Given: E = 29,000 ksi and I = 100 in.4.