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.

Determine the deflection at B. Let P = 200 lb, a = 49 in., b = 27 in., and EI = 57 × 106 lb·in.2.

Determine the deflection at C. Let w = 17 lb/in., a = 109 in., b = 33 in., and EI = 40 × 106 lb·in.2.

 Professor Rush can produce 36 denim jackets or 24 cat sweaters each afternoon. Professor Rush’s opportunity cost of producing each additional denim jacket is

Determine the deflection at B. Let P = 110 lb, a = 73 in., b = 45 in., and EI = 83 × 106 lb·in.2.