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Determine the reaction force at B. Let M = 19,500 lb·in., a = 63.51 in., b = 46.49 in., and EI = 86 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the deflection at C. Let P = 150 lb, a = 114 in., b = 28 in., and EI = 39 × 106 lb·in.2.

Determine the deflection at B. Let P = 190 lb, a = 52 in., b = 34 in., and EI = 44 × 106 lb·in.2.

Determine the deflection at C. Let M = 6,700 lb·in., a = 52 in., b = 34 in., and EI = 180 × 106 lb·in.2.

Determine the deflection at B. Let M = 7,000 lb·in., a = 66 in., b = 36 in., and EI = 131 × 106 lb·in.2.

Determine the deflection at C. Let M = 13,200 lb·in., a = 90 in., b = 32 in., and EI = 206 × 106 lb·in.2.

Determine the deflection at B. Let M = 9,100 lb·in., a = 54 in., b = 34 in., and EI = 54 × 106 lb·in.2.

Determine the reaction force at B. Let M = 19,600 lb·in., a = 68.13 in., b = 49.87 in., and EI = 105 × 106 lb·in.2. Note that b = (a + b)[1 – sqrt(3)/3].

Determine the reaction moment at A. Let w = 9 lb/in., a = 100 in., and EI = 92 × 106 lb·in.2.

Determine the magnitude of the slope at B. Let w = 13 lb/in., a = 98 in. and EI = 91 × 106 lb·in.2.