If the support at C has settled downward a distance of Δ = 0.018 in., determine the reaction force at C. Let P = 182 lb, a = 59 in., and EI = 92 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 118 lb, a = 55 in., and EI = 107 × 106 lb·in.2.

Determine the deflection at C. Let P = 100 lb, a = 66 in., b = 30 in., and EI = 98 × 106 lb·in.2.

Determine the deflection at C. Let P = 190 lb, a = 99 in., b = 37 in., and EI = 104 × 106 lb·in.2.

Determine the deflection at C. Let w = 11 lb/in., a = 92 in., b = 30 in., and EI = 38 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let w = 15 lb/in., a = 112 in. and EI = 51 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 92 in., b = 38 in., and EI = 58 × 106 lb·in.2.

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