If the support at B has settled downward a distance of Δ = 0.05 in., determine the reaction force at B. Let w = 7 lb/in., a = 134 in., and EI = 38 × 106 lb·in.2.

Determine the reaction force at B. Let w = 11 lb/in., a = 68 in., and EI = 182 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.049 in., determine the reaction force at B. Let w = 11 lb/in., a = 142 in., and EI = 101 × 106 lb·in.2.

Determine the deflection at C. Let w = 19 lb/in., a = 74 in., b = 26 in., and EI = 84 × 106 lb·in.2.

Determine the deflection at C. Let P = 200 lb, a = 107 in., b = 29 in., and EI = 42 × 106 lb·in.2.

Determine the reaction force at B. Let M = 12,700 lb·in., a = 64.66 in., b = 47.34 in., and EI = 111 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

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.