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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 reaction moment at A. Let w = 10 lb/in., a = 96 in., and EI = 115 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 154 lb, a = 68 in., and EI = 104 × 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 deflection at C. Let P = 200 lb, a = 64 in., b = 28 in., and EI = 55 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 62 in., b = 42 in., and EI = 52 × 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 = 200 lb, a = 49 in., b = 23 in., and EI = 37 × 106 lb·in.2.

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 deflection at B. Let M = 7,400 lb·in., a = 61 in., b = 31 in., and EI = 198 × 106 lb·in.2.