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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.

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 maximum deflection of the beam. Let w = 16 lb/in., a = 98 in. and EI = 88 × 106 lb·in.2.

Determine the deflection at B. Let M = 9,800 lb·in., a = 53 in., b = 35 in., and EI = 251 × 106 lb·in.2.

Determine the deflection at B. Let P = 160 lb, a = 56 in., b = 28 in., and EI = 82 × 106 lb·in.2.