Determine the deflection at B. Let P = 190 lb, a = 66 in., b = 42 in., and EI = 56 × 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.

Determine the reaction force at B. Let w = 11 lb/in., a = 69 in., and EI = 34 × 106 lb·in.2.

If the support at C has settled downward a distance of Δ = 0.044 in., determine the reaction force at C. Let P = 176 lb, a = 72 in., and EI = 95 × 106 lb·in.2.

Determine the reaction force at B. Let M = 14,400 lb·in., a = 57.74 in., b = 42.26 in., and EI = 263 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the deflection at C. Let P = 150 lb, a = 114 in., b = 44 in., and EI = 210 × 106 lb·in.2.

Determine the deflection at C. Let w = 10 lb/in., a = 98 in., b = 32 in., and EI = 42 × 106 lb·in.2.

Determine the deflection at B. Let M = 9,800 lb·in., a = 53 in., b = 35 in., and EI = 251 × 106 lb·in.2.

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.