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Determine the deflection at C. Let P = 110 lb, a = 126 in., b = 32 in., and EI = 45 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 8 lb/in., a = 114 in., and EI = 132 × 106 lb·in.2.

Determine the deflection at C. Let w = 20 lb/in., a = 77 in., b = 31 in., and EI = 79 × 106 lb·in.2.

Determine the deflection at C. Let M = 7,900 lb·in., a = 80 in., b = 34 in., and EI = 54 × 106 lb·in.2.

Determine the deflection at C. Let M = 18,000 lb·in., a = 129 in., b = 37 in., and EI = 174 × 106 lb·in.2.

If the support at C has settled downward a distance of Δ = 0.044 in., determine the reaction force at C. Let P = 176 lb, a = 72 in., and EI = 95 × 106 lb·in.2.

If the support at C has settled downward a distance of Δ = 0.045 in., determine the reaction force at C. Let P = 202 lb, a = 50 in., and EI = 164 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 170 lb, a = 72 in., and EI = 222 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 198 lb, a = 61 in., and EI = 105 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let M = 15,300 lb·in., a = 144 in. and EI = 47 × 106 lb·in.2.