If the support at C has settled downward a distance of Δ = 0.022 in., determine the reaction force at C. Let P = 182 lb, a = 48 in., and EI = 216 × 106 lb·in.2.

Determine the deflection at C. Let w = 18 lb/in., a = 84 in., b = 34 in., and EI = 190 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 100 lb, a = 62 in., and EI = 186 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let M = 10,000 lb·in., a = 126 in. and EI = 80 × 106 lb·in.2.

Determine the magnitude of the slope at B. Let M = 11,800 lb·in., a = 114 in. and EI = 76 × 106 lb·in.2.

Determine the deflection at C. Let w = 20 lb/in., a = 104 in., b = 36 in., and EI = 107 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 49 in., b = 23 in., and EI = 37 × 106 lb·in.2.

Determine the deflection at C. Let w = 19 lb/in., a = 90 in., b = 24 in., and EI = 184 × 106 lb·in.2.

Determine the deflection at C. Let P = 120 lb, a = 55 in., b = 37 in., and EI = 40 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let M = 14,500 lb·in., a = 104 in. and EI = 38 × 106 lb·in.2.