If the support at B has settled downward a distance of Δ = 0.023 in., determine the reaction force at B. Let w = 9 lb/in., a = 116 in., and EI = 37 × 106 lb·in.2.

Determine the deflection at C. Let w = 20 lb/in., a = 74 in., b = 28 in., and EI = 118 × 106 lb·in.2.

Determine the maximum deflection of the beam. Let M = 11,000 lb·in., a = 110 in. and EI = 237 × 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 C. Let w = 13 lb/in., a = 107 in., b = 27 in., and EI = 91 × 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.

If the support at C has settled downward a distance of Δ = 0.045 in., determine the reaction force at C. Let P = 202 lb, a = 50 in., and EI = 164 × 106 lb·in.2.

Determine the reaction moment at A. Let P = 170 lb, a = 72 in., and EI = 222 × 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 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).