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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.

Determine the deflection at C. Let M = 5,800 lb·in., a = 54 in., b = 34 in., and EI = 114 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.019 in., determine the reaction force at B. Let w = 9 lb/in., a = 120 in., and EI = 214 × 106 lb·in.2.

Determine the deflection at B. Let P = 130 lb, a = 47 in., b = 27 in., and EI = 105 × 106 lb·in.2.

Determine the deflection at C. Let M = 5,600 lb·in., a = 66 in., b = 40 in., and EI = 41 × 106 lb·in.2.

Determine the maximum deflection of the beam. Let w = 11 lb/in., a = 104 in. and EI = 76 × 106 lb·in.2.