Determine the deflection at B. Let M = 7,000 lb·in., a = 66 in., b = 36 in., and EI = 131 × 106 lb·in.2.

Determine the deflection at C. Let M = 5,500 lb·in., a = 65 in., b = 29 in., and EI = 127 × 106 lb·in.2.

Determine the maximum deflection of the beam. Let w = 16 lb/in., a = 98 in. and EI = 88 × 106 lb·in.2.

Determine the magnitude of the slope at B. Let w = 19 lb/in., a = 96 in. and EI = 79 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 4 lb/in., a = 124 in., and EI = 194 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.027 in., determine the reaction force at B. Let w = 5 lb/in., a = 110 in., and EI = 87 × 106 lb·in.2.

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.