Determine the deflection at C. Let w = 12 lb/in., a = 72 in., b = 30 in., and EI = 241 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let w = 13 lb/in., a = 106 in. and EI = 50 × 106 lb·in.2.

Determine the reaction force at B. Let M = 19,600 lb·in., a = 68.13 in., b = 49.87 in., and EI = 105 × 106 lb·in.2. Note that b = (a + b).

Determine the deflection at C. Let M = 19,400 lb·in., a = 99 in., b = 43 in., and EI = 53 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 107 in., b = 29 in., and EI = 42 × 106 lb·in.2.

Determine the deflection at B. Let M = 7,200 lb·in., a = 78 in., b = 40 in., and EI = 42 × 106 lb·in.2.

Determine the deflection at C. Let w = 20 lb/in., a = 74 in., b = 28 in., and EI = 118 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.023 in., determine the reaction force at B. Let w = 9 lb/in., a = 116 in., and EI = 37 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 4 lb/in., a = 118 in., and EI = 87 × 106 lb·in.2.

Determine the maximum deflection of the beam. Let M = 11,000 lb·in., a = 110 in. and EI = 237 × 106 lb·in.2.