Determine the deflection at C. Let w = 13 lb/in., a = 88 in., b = 28 in., and EI = 51 × 106 lb·in.2.

Determine the deflection at B. Let P = 150 lb, a = 66 in., b = 44 in., and EI = 42 × 106 lb·in.2.

Determine the reaction force at B. Let M = 11,000 lb·in., a = 60.04 in., b = 43.96 in., and EI = 128 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the reaction moment at A. Let P = 106 lb, a = 67 in., and EI = 269 × 106 lb·in.2.

If the support at C has settled downward a distance of Δ = 0.022 in., determine the reaction force at C. Let P = 182 lb, a = 48 in., and EI = 216 × 106 lb·in.2.

Determine the deflection at C. Let w = 18 lb/in., a = 84 in., b = 34 in., and EI = 190 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 100 lb, a = 62 in., and EI = 186 × 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 magnitude of the slope at B. Let M = 11,800 lb·in., a = 114 in. and EI = 76 × 106 lb·in.2.

Determine the deflection at C. Let w = 20 lb/in., a = 104 in., b = 36 in., and EI = 107 × 106 lb·in.2.