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

Determine the deflection at C. Let w = 19 lb/in., a = 74 in., b = 26 in., and EI = 84 × 106 lb·in.2.

Determine the reaction force at B. Let w = 11 lb/in., a = 68 in., and EI = 182 × 106 lb·in.2.

Determine the deflection at C. Let M = 11,800 lb·in., a = 117 in., b = 43 in., and EI = 257 × 106 lb·in.2.

Determine the deflection at C. Let M = 17,600 lb·in., a = 104 in., b = 28 in., and EI = 54 × 106 lb·in.2.

Determine the deflection at C. Let P = 150 lb, a = 114 in., b = 28 in., and EI = 39 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.049 in., determine the reaction force at B. Let w = 11 lb/in., a = 142 in., and EI = 101 × 106 lb·in.2.

Determine the reaction force at B. Let w = 17 lb/in., a = 68 in., and EI = 168 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 11 lb/in., a = 120 in., and EI = 174 × 106 lb·in.2.