Determine the maximum deflection of the beam. Let w = 18 lb/in., a = 132 in. and EI = 47 × 106 lb·in.2.

Determine the reaction force at B. Let M = 10,400 lb·in., a = 63.51 in., b = 46.49 in., and EI = 267 × 106 lb·in.2. Note that b = (a + b).

If the support at B has settled downward a distance of Δ = 0.035 in., determine the reaction force at B. Let w = 14 lb/in., a = 128 in., and EI = 42 × 106 lb·in.2.

Determine the deflection at C. Let w = 16 lb/in., a = 83 in., b = 31 in., and EI = 117 × 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 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 reaction force at B. Let w = 17 lb/in., a = 68 in., and EI = 168 × 106 lb·in.2.

Determine the deflection at B. Let M = 5,900 lb·in., a = 60 in., b = 30 in., and EI = 186 × 106 lb·in.2.

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 B. Let M = 5,700 lb·in., a = 68 in., b = 32 in., and EI = 89 × 106 lb·in.2.