If the support at C has settled downward a distance of Δ = 0.011 in., determine the reaction force at C. Let P = 214 lb, a = 67 in., and EI = 98 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 8 lb/in., a = 118 in., and EI = 180 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.035 in., determine the reaction force at B. Let w = 11 lb/in., a = 128 in., and EI = 204 × 106 lb·in.2.

Determine the deflection at C. Let P = 150 lb, a = 79 in., b = 35 in., and EI = 54 × 106 lb·in.2.

Determine the deflection at B. Let P = 200 lb, a = 55 in., b = 27 in., and EI = 58 × 106 lb·in.2.

Determine the deflection at C. Let P = 110 lb, a = 46 in., b = 26 in., and EI = 49 × 106 lb·in.2.

Determine the deflection at B. Let P = 110 lb, a = 73 in., b = 45 in., and EI = 83 × 106 lb·in.2.

If the support at C has settled downward a distance of Δ = 0.049 in., determine the reaction force at C. Let P = 166 lb, a = 48 in., and EI = 222 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let M = 15,700 lb·in., a = 130 in. and EI = 130 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.014 in., determine the reaction force at B. Let w = 12 lb/in., a = 134 in., and EI = 45 × 106 lb·in.2.