Determine the reaction force at B. Let w = 17 lb/in., a = 68 in., and EI = 168 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 11 lb/in., a = 120 in., and EI = 174 × 106 lb·in.2.

Determine the deflection at C. Let w = 14 lb/in., a = 96 in., b = 32 in., and EI = 122 × 106 lb·in.2.

Determine the deflection at B. Let M = 5,700 lb·in., a = 68 in., b = 32 in., and EI = 89 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let w = 13 lb/in., a = 106 in. and EI = 50 × 106 lb·in.2.

Determine the deflection at B. Let M = 9,100 lb·in., a = 54 in., b = 34 in., and EI = 54 × 106 lb·in.2.

Determine the deflection at C. Let M = 17,500 lb·in., a = 108 in., b = 38 in., and EI = 121 × 106 lb·in.2.

Determine the deflection at C. Let M = 8,500 lb·in., a = 75 in., b = 37 in., and EI = 53 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.05 in., determine the reaction force at B. Let w = 7 lb/in., a = 134 in., and EI = 38 × 106 lb·in.2.

Determine the reaction force at B. Let w = 11 lb/in., a = 68 in., and EI = 182 × 106 lb·in.2.