Determine the deflection at C. Let M = 19,400 lb·in., a = 99 in., b = 43 in., and EI = 53 × 106 lb·in.2.

Determine the deflection at B. Let M = 5,900 lb·in., a = 60 in., b = 30 in., and EI = 186 × 106 lb·in.2.

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

Determine the deflection at C. Let w = 13 lb/in., a = 98 in., b = 36 in., and EI = 81 × 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 deflection at C. Let M = 5,500 lb·in., a = 65 in., b = 29 in., and EI = 127 × 106 lb·in.2.

Determine the deflection at B. Let M = 7,000 lb·in., a = 66 in., b = 36 in., and EI = 131 × 106 lb·in.2.

Determine the magnitude of the slope at B. Let w = 19 lb/in., a = 96 in. and EI = 79 × 106 lb·in.2.

Determine the maximum deflection of the beam. Let w = 16 lb/in., a = 98 in. and EI = 88 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 4 lb/in., a = 124 in., and EI = 194 × 106 lb·in.2.