Determine the deflection at C. Let w = 12 lb/in., a = 72 in., b = 30 in., and EI = 241 × 106 lb·in.2.

Determine the maximum deflection of the beam. Let w = 10 lb/in., a = 124 in. and EI = 132 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 9 lb/in., a = 100 in., and EI = 92 × 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 reaction force at B. Let M = 19,200 lb·in., a = 72.75 in., b = 53.25 in., and EI = 53 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

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

Determine the deflection at B. Let P = 160 lb, a = 56 in., b = 28 in., and EI = 82 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 4 lb/in., a = 118 in., and EI = 87 × 106 lb·in.2.

Determine the deflection at B. Let M = 7,200 lb·in., a = 78 in., b = 40 in., and EI = 42 × 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.