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Determine the reaction force at B. Let M = 16,200 lb·in., a = 62.35 in., b = 45.65 in., and EI = 125 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the reaction moment at A. Let w = 5 lb/in., a = 118 in., and EI = 41 × 106 lb·in.2.

Determine the deflection at B. Let M = 5,400 lb·in., a = 52 in., b = 26 in., and EI = 88 × 106 lb·in.2.

Determine the deflection at C. Let P = 180 lb, a = 61 in., b = 37 in., and EI = 110 × 106 lb·in.2.

Determine the deflection at C. Let w = 13 lb/in., a = 94 in., b = 30 in., and EI = 49 × 106 lb·in.2.

Determine the reaction force at B. Let M = 17,000 lb·in., a = 78.52 in., b = 57.48 in., and EI = 97 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

The productively efficient production points on a PPF are ____.

Determine the reaction moment at A. Let w = 10 lb/in., a = 134 in., and EI = 107 × 106 lb·in.2.

If the support at B has settled downward a distance of Δ = 0.018 in., determine the reaction force at B. Let w = 10 lb/in., a = 114 in., and EI = 94 × 106 lb·in.2.

Determine the magnitude of the slope at A. Let M = 15,700 lb·in., a = 130 in. and EI = 130 × 106 lb·in.2.