Determine the reaction force at B. Let M = 17,600 lb·in., a = 63.51 in., b = 46.49 in., and EI = 131 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the magnitude of the slope at B. Let w = 20 lb/in., a = 138 in. and EI = 111 × 106 lb·in.2.

Determine the magnitude of the slope at B. Let w = 16 lb/in., a = 134 in. and EI = 54 × 106 lb·in.2.

Determine the deflection at C. Let M = 7,000 lb·in., a = 76 in., b = 42 in., and EI = 267 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.047 in., determine the reaction force at B. Let w = 8 lb/in., a = 128 in., and EI = 95 × 106 lb·in.2.

Determine the deflection at B. Let M = 8,700 lb·in., a = 75 in., b = 39 in., and EI = 86 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 172 lb, a = 49 in., and EI = 241 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let M = 16,100 lb·in., a = 134 in. and EI = 91 × 106 lb·in.2.

Determine the deflection at C. Let w = 18 lb/in., a = 105 in., b = 35 in., and EI = 33 × 106 lb·in.2.

Determine the reaction moment at A. Let w = 7 lb/in., a = 122 in., and EI = 90 × 106 lb·in.2.